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e20y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:42.
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\existing.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)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
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)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 77.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
2 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
3 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
5 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
9 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
11 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
13 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
15 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
17 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
19 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
21 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
23 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
25 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
27 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
29 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
31 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
33 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
35 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
39 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
40 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
41 N47#1 N47 7.0000 .10000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N47#2 N47 29.000 .44000 0.1010.000 0.025 0.100 0.000 0.000 0.00
43 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
45 N50#1 N50 37.000 1.0900 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N50#2 N50 39.000 .60000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
47 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N66#2 N66 103.00 1.1900 0.1010.000 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 N55#1 0.1000 2.0000 2.0000
2 N55#2 0.1000 2.0000 2.0000
3 N56#1 0.1000 2.0000 2.0000
4 N56#2 0.1000 2.0000 2.0000
5 N58#1 0.1000 2.0000 2.0000
6 N58#2 0.1000 2.0000 2.0000
7 N59#1 0.1000 2.0000 2.0000
8 N59#2 0.1000 2.0000 2.0000
9 N61#1 0.1000 2.0000 2.0000
10 N61#2 0.1000 2.0000 2.0000
11 N1#1 0.1000 2.0000 2.0000
12 N1#2 0.1000 2.0000 2.0000
13 N4#1 0.1000 2.0000 2.0000
14 N4#2 0.1000 2.0000 2.0000
15 N8#1 0.1000 2.0000 2.0000
16 N8#2 0.1000 2.0000 2.0000
17 N13#1 0.1000 2.0000 2.0000
18 N13#2 0.1000 2.0000 2.0000
19 N25#1 0.1000 2.0000 2.0000
20 N25#2 0.1000 2.0000 2.0000
21 N28#1 0.1000 2.0000 2.0000
22 N28#2 0.1000 2.0000 2.0000
23 N29#1 0.1000 2.0000 2.0000
24 N29#2 0.1000 2.0000 2.0000
25 N30#1 0.1000 2.0000 2.0000
26 N30#2 0.1000 2.0000 2.0000
27 N31#1 0.1000 2.0000 2.0000
28 N31#2 0.1000 2.0000 2.0000
29 N32#1 0.1000 2.0000 2.0000
30 N32#2 0.1000 2.0000 2.0000
31 N33#1 0.1000 2.0000 2.0000
32 N33#2 0.1000 2.0000 2.0000
33 N36#1 0.1000 2.0000 2.0000
34 N36#2 0.1000 2.0000 2.0000
35 N42#1 0.1000 2.0000 2.0000
36 N42#2 0.1000 2.0000 2.0000
37 N44#1 0.1000 2.0000 2.0000
38 N44#2 0.1000 2.0000 2.0000
39 N45#1 0.1000 2.0000 2.0000
40 N45#2 0.1000 2.0000 2.0000
41 N47#1 0.1000 2.0000 2.0000
42 N47#2 0.1000 2.0000 2.0000
43 N48#1 0.1000 2.0000 2.0000
44 N48#2 0.1000 2.0000 2.0000
45 N50#1 0.1000 2.0000 2.0000
46 N50#2 0.1000 2.0000 2.0000
47 N52#1 0.1000 2.0000 2.0000
48 N52#2 0.1000 2.0000 2.0000
49 N63#1 0.1000 2.0000 2.0000
50 N63#2 0.1000 2.0000 2.0000
51 N64#1 0.1000 2.0000 2.0000
52 N64#2 0.1000 2.0000 2.0000
53 N66#1 0.1000 2.0000 2.0000
54 N66#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 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.19
Pervious Area (hectares)........ 24.91
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.40
###################################################
# 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
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#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
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
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
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
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N55 N56 N58 N59 N61 N1
N4 N8 N13 N25 N28 N29
N30 N31 N32 N33 N36 N42
N44 N45 N47 N48 N50 N52
N63 N64 N66
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N55#1 2280 456 N55#2 2243 425 N56#1 1332 360
N56#2 2201 427 N58#1 1336 360 N58#2 2218 426
N59#1 1364 360 N59#2 2273 423 N61#1 1356 360
N61#2 2268 424 N1#1 1332 360 N1#2 2128 560
N4#1 1216 360 N4#2 2473 655 N8#1 1368 360
N8#2 2664 716 N13#1 1332 360 N13#2 2593 703
N25#1 1336 360 N25#2 2222 426 N28#1 1352 360
N28#2 2101 431 N29#1 1324 360 N29#2 2108 548
N30#1 1324 360 N30#2 2428 720 N31#1 1336 360
N31#2 2627 717 N32#1 1360 360 N32#2 1340 360
N33#1 1360 360 N33#2 2255 425 N36#1 1356 360
N36#2 2268 424 N42#1 1336 360 N42#2 2234 426
N44#1 1340 360 N44#2 2250 426 N45#1 1344 360
N45#2 2197 427 N47#1 871 189 N47#2 2176 428
N48#1 1268 360 N48#2 2114 430 N50#1 1308 360
N50#2 2279 421 N52#1 1364 360 N52#2 2264 424
N63#1 1348 360 N63#2 2251 425 N64#1 1332 360
N64#2 2214 426 N66#1 1328 360 N66#2 2205 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 77.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 3.164700E+04 77.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 5.000118E+00 0.012
Surface Runoff from Watersheds 3.095262E+04 75.311
Total Water remaining in Surface Storage 1.890611E+02 0.460
Infiltration over the Pervious Area... 5.136664E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 3.166035E+04 77.032
Total Precipitation + Initial Storage. 3.164700E+04 77.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0422
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 3.095262E+04 75.311
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 3.094696E+04 75.297
Initial Storage + Inflow.................... 3.095262E+04 75.311
Final Storage + Outflow + Diverted GW....... 3.094696E+04 75.297
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0183
##################################################
# 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........... N55#1 N55#2 N56#1 N56#2 N58#1 N58#2
Area (hectares)........ 0.60001 0.61001 0.21000 0.21000 0.42001 0.43001
Percent Impervious..... 1.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 74.69508 74.87725 0.00000 74.80569 0.00000 74.83552
Total Losses (mm)...... 2.04514 2.03600 0.00000 2.04112 0.00000 2.03940
Remaining Depth (mm)... 0.25978 0.08674 0.00000 0.15319 0.00000 0.12508
Peak Runoff Rate (cms). 0.25330 0.31026 0.00000 0.09895 0.00000 0.20890
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.06875 77.15959 76.96164 77.10766 76.97552 77.12628
Peak Runoff Rate (cms). 0.00357 0.00038 0.11295 0.00013 0.22983 0.00026
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.06875 77.15959 76.96164 77.10766 76.97552 77.12628
Peak Runoff Rate (cms). 0.00357 0.00038 0.11295 0.00013 0.22983 0.00026
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 74.71882 74.87953 76.96164 74.80799 76.97552 74.83781
Peak Runoff Rate (cms). 0.25687 0.31064 0.11295 0.09908 0.22983 0.20916
Unit Runoff (mm/hr).... 155.40645 184.85663 195.25035 171.26540 198.64058 176.57381
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........... N59#1 N59#2 N61#1 N61#2 N1#1 N1#2
Area (hectares)........ 0.12000 0.13000 0.20000 0.20000 0.23001 2.33005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.94796 0.00000 74.92703 0.00000 74.74457
Total Losses (mm)...... 0.00000 2.02302 0.00000 2.02862 0.00000 2.04366
Remaining Depth (mm)... 0.00000 0.02903 0.00000 0.04434 0.00000 0.21177
Peak Runoff Rate (cms). 0.00000 0.07221 0.00000 0.10810 0.00000 0.93347
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.03278 77.22360 77.01910 77.20917 76.96304 77.10143
Peak Runoff Rate (cms). 0.07019 0.00008 0.11548 0.00013 0.12392 0.13873
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.03278 77.22360 77.01910 77.20917 76.96304 77.10143
Peak Runoff Rate (cms). 0.07019 0.00008 0.11548 0.00013 0.12392 0.13873
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) 77.03278 74.95023 77.01910 74.92932 76.96304 74.98026
Peak Runoff Rate (cms). 0.07019 0.07229 0.11548 0.10822 0.12392 1.07220
Unit Runoff (mm/hr).... 212.32667 201.85273 209.59006 196.42414 195.58391 167.04358
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........... N4#1 N4#2 N8#1 N8#2 N13#1 N13#2
Area (hectares)........ 0.67001 1.57003 0.06000 0.54001 0.71002 1.33003
Percent Impervious..... 100.00000 30.00000 100.00000 45.00000 100.00000 35.00000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.85913 0.00000 74.89532 0.00000 74.84519
Total Losses (mm)...... 0.00000 2.03767 0.00000 2.03394 0.00000 2.03874
Remaining Depth (mm)... 0.00000 0.10320 0.00000 0.07074 0.00000 0.11607
Peak Runoff Rate (cms). 0.00000 0.54822 0.00000 0.15446 0.00000 0.42475
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.74771 77.06332 77.04288 77.04558 76.96025 77.04909
Peak Runoff Rate (cms). 0.29154 0.27956 0.03534 0.14334 0.38124 0.27504
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.74771 77.06332 77.04288 77.04558 76.96025 77.04909
Peak Runoff Rate (cms). 0.29154 0.27956 0.03534 0.14334 0.38124 0.27504
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) 76.74771 75.52039 77.04288 75.86294 76.96025 75.61656
Peak Runoff Rate (cms). 0.29154 0.82778 0.03534 0.29779 0.38124 0.69979
Unit Runoff (mm/hr).... 157.95268 191.39289 213.81124 200.18588 194.91792 190.99777
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........... N25#1 N25#2 N28#1 N28#2 N29#1 N29#2
Area (hectares)........ 1.13002 1.13002 0.12000 2.87006 0.25001 2.24005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.84001 0.00000 74.51265 0.00000 74.78885
Total Losses (mm)...... 0.00000 2.03910 0.00000 2.04851 0.00000 2.04193
Remaining Depth (mm)... 0.00000 0.12089 0.00000 0.43884 0.00000 0.16922
Peak Runoff Rate (cms). 0.00000 0.55158 0.00000 1.06698 0.00000 0.93528
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.97624 77.12943 77.00959 77.03001 76.95464 77.10725
Peak Runoff Rate (cms). 0.61892 0.00070 0.06854 0.00172 0.13333 0.13338
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.97624 77.12943 77.00959 77.03001 76.95464 77.10725
Peak Runoff Rate (cms). 0.61892 0.00070 0.06854 0.00172 0.13333 0.13338
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) 76.97624 74.84230 77.00959 74.51517 76.95464 75.02069
Peak Runoff Rate (cms). 0.61892 0.55227 0.06854 1.06870 0.13333 1.06865
Unit Runoff (mm/hr).... 198.82257 177.41391 207.33155 135.17085 193.59914 173.18098
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........... N30#1 N30#2 N31#1 N31#2 N32#1 N32#2
Area (hectares)........ 0.40001 3.58008 1.00002 2.72006 0.50001 0.50001
Percent Impervious..... 100.00000 10.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 70.64376 0.00000 74.82979 0.00000 74.94462
Total Losses (mm)...... 0.00000 2.05295 0.00000 2.03977 0.00000 2.02407
Remaining Depth (mm)... 0.00000 4.30329 0.00000 0.13044 0.00000 0.03130
Peak Runoff Rate (cms). 0.00000 0.50274 0.00000 0.85462 0.00000 0.27678
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.95464 76.99900 76.97206 77.04544 77.02463 0.00000
Peak Runoff Rate (cms). 0.21333 0.20183 0.54485 0.56152 0.29034 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.95464 76.99900 76.97206 77.04544 77.02463 0.00000
Peak Runoff Rate (cms). 0.21333 0.20183 0.54485 0.56152 0.29034 0.00822
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) 76.95464 71.27928 76.97206 75.60527 77.02463 74.94462
Peak Runoff Rate (cms). 0.21333 0.70456 0.54485 1.41614 0.29034 0.27678
Unit Runoff (mm/hr).... 193.59914 71.44100 197.78122 188.99379 210.78551 200.94631
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........... N33#1 N33#2 N36#1 N36#2 N42#1 N42#2
Area (hectares)........ 0.41001 0.41001 0.36001 0.37001 0.67001 0.67001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.90480 0.00000 74.93348 0.00000 74.85129
Total Losses (mm)...... 0.00000 2.03262 0.00000 2.02713 0.00000 2.03829
Remaining Depth (mm)... 0.00000 0.06258 0.00000 0.03938 0.00000 0.11042
Peak Runoff Rate (cms). 0.00000 0.21547 0.00000 0.20166 0.00000 0.33103
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.02472 77.18652 77.01910 77.21491 76.97907 77.13778
Peak Runoff Rate (cms). 0.23809 0.00026 0.20786 0.00023 0.36828 0.00041
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.02472 77.18652 77.01910 77.21491 76.97907 77.13778
Peak Runoff Rate (cms). 0.23809 0.00026 0.20786 0.00023 0.36828 0.00041
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) 77.02472 74.90708 77.01910 74.93576 76.97907 74.85358
Peak Runoff Rate (cms). 0.23809 0.21573 0.20786 0.20189 0.36828 0.33144
Unit Runoff (mm/hr).... 210.80265 191.00132 209.59006 198.07225 199.53329 179.57476
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........... N44#1 N44#2 N45#1 N45#2 N47#1 N47#2
Area (hectares)........ 0.31001 0.32001 0.13000 0.37001 0.01000 0.44001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.86800 0.00000 74.78923 0.00000 74.73526
Total Losses (mm)...... 0.00000 2.03690 0.00000 2.04191 0.00000 2.04397
Remaining Depth (mm)... 0.00000 0.09510 0.00000 0.16886 0.00000 0.22078
Peak Runoff Rate (cms). 0.00000 0.16105 0.00000 0.17154 0.00000 0.19404
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.98284 77.15140 76.99113 77.09889 77.10655 77.07754
Peak Runoff Rate (cms). 0.17121 0.00020 0.07256 0.00023 0.00595 0.00027
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.98284 77.15140 76.99113 77.09889 77.10655 77.07754
Peak Runoff Rate (cms). 0.17121 0.00020 0.07256 0.00023 0.00595 0.00027
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) 76.98284 74.87029 76.99113 74.79154 77.10655 74.73760
Peak Runoff Rate (cms). 0.17121 0.16125 0.07256 0.17177 0.00595 0.19431
Unit Runoff (mm/hr).... 200.48858 182.92302 202.61566 168.52143 216.13998 160.30846
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........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.09002 0.06000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.56932 0.00000 74.98993 0.00000 74.91399
Total Losses (mm)...... 0.00000 2.04769 0.00000 2.00163 0.00000 2.03115
Remaining Depth (mm)... 0.00000 0.38299 0.00000 0.00844 0.00000 0.05486
Peak Runoff Rate (cms). 0.00000 0.65336 0.00000 0.03489 0.00000 0.09568
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.87590 77.03725 76.93554 77.14272 77.03539 77.19601
Peak Runoff Rate (cms). 0.83139 0.00101 0.56842 0.00004 0.09964 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.87590 77.03725 76.93554 77.14272 77.03539 77.19601
Peak Runoff Rate (cms). 0.83139 0.00101 0.56842 0.00004 0.09964 0.00011
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.87590 74.57178 76.93554 74.99208 77.03539 74.91627
Peak Runoff Rate (cms). 0.83139 0.65437 0.56842 0.03493 0.09964 0.09580
Unit Runoff (mm/hr).... 177.52775 140.55631 189.30270 211.31462 212.75688 193.19178
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).... 77.00000 77.00000 77.00000 77.00000 77.00000 77.00000
Max Intensity (mm/hr).. 214.36800 214.36800 214.36800 214.36800 214.36800 214.36800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 74.90040 0.00000 74.83314 0.00000 74.81013
Total Losses (mm)...... 0.00000 2.03326 0.00000 2.03955 0.00000 2.04089
Remaining Depth (mm)... 0.00000 0.06634 0.00000 0.12731 0.00000 0.14898
Peak Runoff Rate (cms). 0.00000 0.22477 0.00000 0.36345 0.00000 0.56321
Total Impervious Area
---------------------
Total Runoff Depth (mm) 77.00454 77.18202 76.96544 77.12465 76.95885 77.11020
Peak Runoff Rate (cms). 0.23842 0.00027 0.39989 0.00046 0.64326 0.00073
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 77.00454 77.18202 76.96544 77.12465 76.95885 77.11020
Peak Runoff Rate (cms). 0.23842 0.00027 0.39989 0.00046 0.64326 0.00073
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) 77.00454 74.90268 76.96544 74.83543 76.95885 74.81243
Peak Runoff Rate (cms). 0.23842 0.22504 0.39989 0.36391 0.64326 0.56394
Unit Runoff (mm/hr).... 206.06534 189.98051 196.16281 176.13266 194.58660 172.02651
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| ##### |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # ##### # |
| # # |
100.000 = # # =
| # ##### |
| # # |
| # # |
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
| # ##### |
50.000 = # # =
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
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 : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
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 : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
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) : 47.0 Channel sequence number : 47
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) : 48.0 Channel sequence number : 48
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) : 49.0 Channel sequence number : 49
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) : 50.0 Channel sequence number : 50
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) : 51.0 Channel sequence number : 51
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) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 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) : 53.0 Channel sequence number : 53
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) : 54.0 Channel sequence number : 54
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) : 55.0 Channel sequence number : 55
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) : 56.0 Channel sequence number : 56
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) : 57.0 Channel sequence number : 57
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) : 58.0 Channel sequence number : 58
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) : 59.0 Channel sequence number : 59
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) : 60.0 Channel sequence number : 60
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) : 61.0 Channel sequence number : 61
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) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 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
*==================================================*
| 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 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 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
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
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
*===================================================*
| 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)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
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 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> 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)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+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 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 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
*===================================================*
| 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 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 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 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 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
*===================================================*
| 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 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 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 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: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
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
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 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 52.8129 0.0388
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
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
*=================================*
| 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 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 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
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 4950/ 0.00
5051/ 0.00 5152/ 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
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 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 4950/ 0.00
5051/ 0.00 5152/ 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
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
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 4950/ 0.00
5051/ 0.00 5152/ 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
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
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 4950/ 0.00
5051/ 0.00 5152/ 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
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
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/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 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/ 90.50/ 90.50 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
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
*===================================================*
| 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 15.0983 37.7458 755.0000
N2 14.8187 37.0468 0.0000
N3 50.0000 50.0000 0.0000
N4 36.4258 50.0000 0.0000
N5 45.3285 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 32.8930 50.0000 0.0000
N12 40.8226 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 32.2065 50.0000 0.0000
N15 6.5504 16.3759 0.0000
N24 18.4594 46.1485 0.0000
N25 32.1715 50.0000 0.0000
N26 22.8600 50.0000 0.0000
N27 45.6869 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 31.5198 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 25.1888 50.0000 0.0000
N35 31.3699 50.0000 0.0000
N36 44.0932 50.0000 0.0000
N37 30.1925 50.0000 0.0000
N38 26.3348 50.0000 0.0000
N39 38.9439 50.0000 0.0000
N41 21.3125 50.0000 0.0000
N42 20.5491 50.0000 0.0000
N43 36.9332 50.0000 0.0000
N44 39.4690 50.0000 0.0000
N45 36.1455 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 24.7759 50.0000 0.0000
N47 20.6043 50.0000 0.0000
N48 37.1093 50.0000 0.0000
N49 38.6695 50.0000 0.0000
N50 38.3034 50.0000 0.0000
N51 26.6105 50.0000 0.0000
N52 29.6846 50.0000 0.0000
N53 20.9968 50.0000 0.0000
N54 30.3352 50.0000 0.0000
N55 0.6864 1.7159 18770.0000
N56 1.3158 3.2895 20.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 33.0468 50.0000 0.0000
N62 30.9108 50.0000 0.0000
N63 0.7982 1.9955 2055.0000
N64 21.6613 50.0000 0.0000
N65 33.5483 50.0000 0.0000
N66 28.7561 50.0000 0.0000
N67 14.1041 35.2603 0.0000
N68 10.7537 26.8842 0.0000
D1 9.6686 24.1714 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 3.7452 3.7452 10.3547 0.0833 0.0102 0.1051 Normal Soln
L2 4.0601 4.0601 12.1497 0.0000 0.0079 0.0758 Normal Soln
L3 6.1393 6.1393 27.6913 0.0000 0.0102 0.1111 Normal Soln
L4 5.5770 5.5770 23.5828 0.0000 0.0125 0.3059 Normal Soln
L5 3.4743 3.4743 13.5920 0.0000 0.0109 0.3580 Normal Soln
L6 3.6773 3.6773 18.0117 0.0000 -0.0196 0.1209 Normal Soln
L7 3.5261 3.5261 49.7604 2.5000 -0.0195 0.0710 Normal Soln
L8 3.0136 3.0136 50.0000 218.5833 -0.0354 0.1158 Normal Soln
L9 5.3957 5.3957 20.3023 0.0000 0.0128 0.9823 Normal Soln
L10 3.8829 3.8829 22.8346 2.5833 0.0143 0.0226 Normal Soln
L11 5.9372 5.9372 50.0000 0.0000 0.0822 0.0646 Normal Soln
L12 5.1449 5.1449 50.0000 0.0000 0.1342 0.0773 Normal Soln
L13 5.7204 5.7204 50.0000 0.0000 0.1194 0.1402 Normal Soln
L14 4.1593 4.1593 13.0888 0.0000 0.0898 1.8925 Normal Soln
L15 4.9795 4.9795 21.4006 0.0000 0.0537 0.1670 Normal Soln
L24 7.4843 7.4843 25.8501 0.0000 0.0572 0.1465 Normal Soln
L25 5.3306 5.3306 22.3797 0.0000 0.0558 0.0908 Normal Soln
L26 4.4474 4.4474 13.7672 0.0000 0.0404 0.2192 Normal Soln
L27 4.5792 4.5792 16.3052 0.0000 0.0534 0.0210 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0055 0.0150 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0073 0.0377 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0102 0.0443 Normal Soln
L31 36.3993 36.3993 50.0000 0.0000 0.0180 0.0930 Normal Soln
L32 6.6079 6.6079 21.4482 0.0000 0.0137 0.7497 Normal Soln
L33 6.5588 6.5588 26.1164 0.0000 0.0052 0.0772 Normal Soln
L34 6.5455 6.5455 47.4974 0.0000 0.0158 0.3139 Normal Soln
L35 8.8903 8.8903 28.0664 0.0000 0.0219 0.0562 Normal Soln
L36 6.2532 6.2532 12.3723 0.0000 0.0333 0.0145 Normal Soln
W2637 9.6333 9.6333 50.0000 0.0000 0.0009 0.0028 Normal Soln
L37 7.8997 7.8997 39.1158 0.0000 0.0202 0.0333 Normal Soln
L38 4.2001 4.2001 15.5744 0.0000 0.0462 0.8261 Normal Soln
L39 2.9495 2.9495 11.9996 0.0000 -0.0460 0.0761 Normal Soln
L41 15.7253 15.7253 50.0000 0.0000 0.0398 0.6868 Normal Soln
4243 20.9093 20.9093 50.0000 0.0000 0.0342 0.3017 Normal Soln
4344 16.8404 16.8404 50.0000 0.0000 0.0312 0.2803 Normal Soln
6869 5.8023 5.8023 37.4258 0.0000 0.0171 0.4484 Normal Soln
4445 9.7348 9.7348 50.0000 0.0000 0.0362 0.1963 Normal Soln
4546 7.2970 7.2970 23.8074 0.0000 0.0419 0.1733 Normal Soln
4647 5.3669 5.3669 19.2132 0.0000 0.0415 0.8659 Normal Soln
4754 8.9460 8.9460 35.6772 0.0000 0.0426 0.2622 Normal Soln
4849 5.1745 5.1745 13.8462 0.0000 0.0064 0.0495 Normal Soln
4950 2.5512 2.5512 9.4567 0.0000 -0.0074 0.0598 Normal Soln
5051 7.6524 7.6524 19.6432 0.0000 -0.0172 0.0787 Normal Soln
5152 2.2110 2.2110 6.7019 0.5833 -0.0124 0.1213 Normal Soln
5253 7.0279 7.0279 17.6603 0.0000 -0.0181 0.1097 Normal Soln
5354 8.0510 8.0510 50.0000 0.0000 -0.0198 0.0714 Normal Soln
5462 3.1436 3.1436 43.8756 0.0000 0.0549 0.2264 Normal Soln
5657 7.3949 7.3949 13.1497 0.0000 0.0020 0.0050 Normal Soln
5758 47.9953 47.9953 50.0000 0.0000 0.0031 0.0063 Normal Soln
5859 9.1807 9.1807 22.2517 0.0000 0.0040 0.0558 Normal Soln
5960 9.7443 9.7443 23.0591 0.0000 0.0038 0.0485 Normal Soln
6061 9.9921 9.9921 50.0000 0.0000 0.0040 0.0246 Normal Soln
6162 9.1651 9.1651 21.8481 0.0000 -0.0241 0.0627 Normal Soln
6465 9.3010 9.3010 33.6138 0.0000 0.0313 0.2090 Normal Soln
6566 9.7020 9.7020 47.3164 0.0000 0.0307 0.3282 Normal Soln
6667 14.2775 14.2775 50.0000 0.0000 0.0268 0.3916 Normal Soln
L595 1.5671 1.5671 42.2249 0.0000 0.0807 0.3918 Normal Soln
5556ova 6.7446 6.7446 10.6669 0.0000 0.0034 0.0851 Normal Soln
5556unda 3.0349 3.0349 8.0167 0.0000 -0.0092 2.0352 Normal Soln
5663ova 40.2517 40.2517 50.0000 0.0000 0.0023 0.1017 Normal Soln
5663und 15.0642 15.0642 38.4600 0.0000 0.0060 2.2850 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0033 0.0073 Normal Soln
6364und 14.7399 14.7399 28.1076 0.0000 0.0335 4.1207 Normal Soln
6264ova 5.7759 5.7759 13.6586 0.0000 0.0100 0.0813 Normal Soln
6264und 1.0896 1.0896 2.5612 64.6667 0.0091 2.0683 Normal Soln
6768ova 3.8860 3.8860 8.5228 0.0000 0.0191 0.6706 Normal Soln
6768und 1.4920 1.4920 4.1864 71.0000 0.0059 1.8705 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L12
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 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/ 0.03 / 6667/ 0.03 / L595/ 0.02*/
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/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.40 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.12 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.07 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.41 /
6566/ 0.22 / 6667/ 0.04 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.31 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.33 / 6768ova/ 0.00 /
6768und/ 0.53 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.03 /
L10/ 5.88 / L11/ 10.48 / L12/ 12.65 /
L13/ 13.26 / L14/ 0.48 / L15/ 4.27 /
L24/ 0.96 / L25/ 1.28 / L26/ 0.96 /
L27/ 1.43 / L28/ 0.21 / L29/ 0.49 /
L30/ 2.51 / L31/ 2.17 / L32/ 0.87 /
L33/ 0.07 / L34/ 4.42 / L35/ 0.75 /
L36/ 0.51 / W2637/ 0.00 / L37/ 1.73 /
L38/ 2.25 / L39/ 2.38 / L41/ 2.01 /
4243/ 1.50 / 4344/ 1.46 / 6869/ 2.61 /
4445/ 2.58 / 4546/ 0.75 / 4647/ 2.39 /
4754/ 1.48 / 4849/ 0.24 / 4950/ 0.53 /
5051/ 0.27 / 5152/ 0.54 / 5253/ 0.22 /
5354/ 1.41 / 5462/ 2.89 / 5657/ 0.17 /
5758/ 0.26 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.43 / 6162/ 0.04 / 6465/ 0.85 /
6566/ 1.20 / 6667/ 4.22 / L595/ 4.35 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.04 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.28 /
6264ova/ 0.01 / 6264und/ 0.56 / 6768ova/ 0.01 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.12 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.79 / N2/ 0.63 / N3/ 0.72 /
N4/ 0.95 / N5/ 0.91 / N6/ 0.71 /
N7/ 1.25 / N8/ 1.78 / N9/ 2.21 /
N10/ 1.88 / N11/ 0.93 / N12/ 1.53 /
N13/ 2.13 / N14/ 2.68 / N15/ 0.47 /
N24/ 0.67 / N25/ 0.62 / N26/ 1.01 /
N27/ 0.58 / N28/ 0.34 / N29/ 0.43 /
N30/ 0.44 / N31/ 0.75 / N32/ 1.09 /
N33/ 0.37 / N34/ 0.93 / N35/ 0.95 /
N36/ 0.70 / N37/ 0.98 / N38/ 1.27 /
N39/ 1.23 / N41/ 1.20 / N42/ 1.22 /
N43/ 1.12 / N44/ 1.14 / N45/ 1.41 /
N69/ 1.75 / N46/ 1.74 / N47/ 1.74 /
N48/ 0.48 / N49/ 0.65 / N50/ 0.73 /
N51/ 0.99 / N52/ 1.13 / N53/ 1.53 /
N54/ 1.88 / N55/ 1.09 / N56/ 1.15 /
N57/ 0.02 / N58/ 0.16 / N59/ 0.19 /
N60/ 0.12 / N61/ 0.56 / N62/ 2.13 /
N63/ 1.31 / N64/ 1.17 / N65/ 1.67 /
N66/ 1.95 / N67/ 2.10 / N68/ 1.75 /
D1/ 2.30 /
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 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.04 / L12/ 9.64 /
L13/ 11.83 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.29 / L35/ 0.06 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.20 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.22 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.11 / 6667/ 0.68 / L595/ 0.32 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.64 / L8/ 143.53 / L9/ 0.30 /
L10/ 26.19 / L11/ 83.17 / L12/ 159.05 /
L13/ 206.99 / L14/ 0.29 / L15/ 4.11 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.87 /
L27/ 2.21 / L28/ 1.90 / L29/ 5.62 /
L30/ 28.30 / L31/ 12.02 / L32/ 1.21 /
L33/ 0.01 / L34/ 5.03 / L35/ 1.20 /
L36/ 0.62 / W2637/ 0.00 / L37/ 4.13 /
L38/ 3.38 / L39/ 3.69 / L41/ 7.69 /
4243/ 5.78 / 4344/ 4.46 / 6869/ 4.84 /
4445/ 5.92 / 4546/ 1.46 / 4647/ 3.93 /
4754/ 3.12 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.18 /
5354/ 3.43 / 5462/ 2.59 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 1.93 /
6566/ 3.94 / 6667/ 33.99 / L595/ 1.95 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.13 /
6264ova/ 0.00 / 6264und/ 0.67 / 6768ova/ 0.00 /
6768und/ 0.46 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
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/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 88.00 6667/ 88.00/ 87.99 L595/ 88.94/ 88.78/
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/ 87.94/ 87.94/
6768und/ 87.99/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 19305
Total number of time steps during simulation.... 11145
Ratio of actual # of time steps / NTCYC......... 2.580
Average number of iterations per time step...... 1.732
Average time step size(seconds)................ 1.938
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.892
Average minimum implicit time step (sec)........ 2.544
Average minimum junction time step (sec)........ 2.544
Average Courant Factor Tf....................... 2.544
Number of times omega reduced................... 234
*=========================================================*
| 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 1.10 12310 0 8 0 0 0
N2 0 1.12 12538 1 8 0 0 0
N3 0 1.11 12343 0 8 0 0 0
N4 0 1.13 12547 0 7 0 0 0
N5 0 1.23 13734 0 12 1 0 0
N6 0 1.55 17220 0 11 1 0 0
N7 0 2.22 24755 0 12 7 0 0
N8 0 3.01 33520 116 15 37 0 0
N9 0 2.39 26682 5 14 16 0 0
N10 0 1.11 12405 0 7 0 0 0
N11 0 1.65 18390 0 31 1 1 0
N12 0 2.42 27003 0 33 2 1 0
N13 0 2.78 30950 0 9 0 0 0
N14 0 2.19 24362 5 9 0 0 0
N15 0 1.08 12078 0 7 0 0 0
N24 0 1.11 12398 1 14 1 0 0
N25 0 1.10 12293 0 9 0 0 0
N26 0 1.22 13546 0 10 1 0 0
N27 0 1.13 12631 0 6 0 0 0
N28 0 1.07 11940 0 5 0 0 0
N29 0 1.11 12356 0 13 1 0 0
N30 0 1.15 12820 0 14 1 0 0
N31 0 1.09 12155 0 15 2 0 0
N32 0 1.11 12397 0 7 0 0 0
N33 0 1.10 12210 0 7 0 0 0
N34 0 1.16 12878 0 7 0 0 0
N35 0 1.22 13639 0 6 0 0 0
N36 0 1.13 12550 0 9 0 0 0
N37 0 1.15 12864 0 7 0 0 0
N38 0 1.21 13450 0 19 1 0 0
N39 0 1.15 12782 0 9 0 0 0
N41 0 1.18 13096 1 9 0 0 0
N42 0 1.18 13126 2 18 1 0 0
N43 0 1.17 13008 0 7 0 0 0
N44 0 1.17 13023 0 6 0 0 0
N45 0 1.15 12863 0 5 0 0 0
N69 0 1.26 14047 5 8 0 0 0
N46 0 1.19 13301 0 6 0 0 0
N47 0 1.18 13204 0 6 0 0 0
N48 0 1.13 12620 0 7 0 0 0
N49 0 1.43 15980 0 6 0 0 0
N50 0 1.39 15462 0 6 0 0 0
N51 0 1.73 19257 0 6 0 0 0
N52 0 1.71 19093 0 7 0 0 0
N53 0 1.92 21348 3 7 0 0 0
N54 0 2.05 22801 2 11 1 0 0
N55 0 1.13 12562 2 8 0 0 0
N56 0 1.28 14221 1 21 2 0 0
N57 0 1.07 11973 0 5 0 0 0
N58 0 1.08 12064 0 30 2 1 0
N59 0 1.10 12259 0 7 0 0 0
N60 0 1.11 12330 0 6 0 0 0
N61 0 1.29 14425 0 7 0 0 0
N62 0 2.42 26923 1 10 1 0 0
N63 0 1.38 15370 12 24 59 0 0
N64 0 1.33 14792 0 24 39 0 0
N65 0 1.17 13016 0 6 0 0 0
N66 0 1.25 13949 0 6 0 0 0
N67 0 1.36 15163 0 8 0 0 0
N68 0 1.28 14275 0 8 0 0 0
D1 0 2.08 23217 77 9 0 0 0
Total number of iterations for all junctions.. 952514
Minimum number of possible iterations......... 679845
Efficiency of the simulation.................. 1.40
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.6239 0 25 0.0000 6.3761 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3352 0 25 0.0000 7.6648 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0960 0 25 0.0000 8.9040 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4125 0 25 0.0000 9.5875 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9496 0 25 0.0000 10.0504 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5699 0 25 0.0000 10.4301 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5826 0 26 0.0000 10.4174 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5840 0 26 0.0000 10.4160 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5843 0 25 0.0000 10.4157 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8842 0 25 0.0000 11.1158 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6262 0 25 0.0000 12.3738 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6282 0 25 0.0000 12.3718 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6290 0 25 0.0000 12.3710 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6298 0 25 0.0000 12.3702 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9306 0 26 0.0000 15.0694 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6985 0 26 0.0000 15.3015 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2106 0 25 0.0000 15.7894 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8552 0 26 0.0000 16.1448 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3206 0 26 0.0000 16.6794 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8382 0 26 0.0000 9.1618 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9281 0 26 0.0000 6.0719 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9385 0 28 0.0000 4.0615 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2462 0 30 0.0000 11.7538 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8892 0 33 0.0000 14.1108 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8818 0 25 0.0000 12.1182 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0009 0 33 0.0000 14.9991 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9163 0 33 0.0000 15.0837 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6846 0 32 0.0000 16.3154 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2860 0 28 0.0000 16.7140 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.2689 0 28 0.0000 16.7311 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2059 0 28 0.0000 16.7941 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0847 0 28 0.0000 16.9153 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7042 0 30 0.0000 17.2958 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7664 0 30 0.0000 18.2336 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.1414 0 39 0.0000 18.8586 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1099 0 40 0.0000 18.8901 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.4329 0 43 0.0000 20.5671 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.0779 0 41 0.0000 18.9221 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.0617 0 41 0.0000 8.9383 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.0603 0 41 0.0000 7.9397 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.0573 0 41 0.0000 7.9427 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.0569 0 41 0.0000 7.9431 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.0559 0 41 0.0000 7.9441 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.0557 0 41 0.0000 7.9443 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.0555 0 41 0.0000 7.9445 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.0556 0 41 0.0000 7.9444 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0146 0 25 0.0000 9.9854 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5456 0 25 0.0000 10.4544 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2510 0 25 0.0000 10.7490 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5997 0 26 0.0000 6.4003 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7902 0 25 0.0000 7.2098 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2830 0 26 0.0000 7.7170 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0556 0 40 0.0000 7.9444 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.0549 0 41 0.0000 7.9451 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0629 0 25 0.0000 1.9371 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7951 0 42 0.0000 9.2049 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.7513 0 42 0.0000 9.2487 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7274 0 42 0.0000 9.2726 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7113 0 43 0.0000 9.2887 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.5921 0 43 0.0000 9.4079 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.0547 0 41 0.0000 18.9453 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 1.1915 0 25 1.0140 0 25 0.0501 103.6239 102.3352 .3969 .3126
L2 31.3792 2.1255 2000.000 1.1860 0 25 0.9056 0 25 0.0378 102.3352 101.0960 .3126 .3580
L3 21.1637 1.3610 2000.000 1.1758 0 25 0.5780 0 25 0.0556 101.0960 100.4125 .3580 .4763
L4 14.8201 1.0611 2000.000 2.2537 0 25 0.6785 0 25 0.1521 100.4125 99.9496 .4763 .4548
L5 14.1212 0.8828 2000.000 2.2423 0 25 0.7359 0 25 0.1588 99.9496 99.5699 .4548 .3550
L6 107.6004 6.2307 2000.000 2.2602 0 25 0.5671 0 25 0.0210 99.5699 99.5826 .3549 .6263
L7 212.9831 7.4760 2500.000 2.2601 0 25 0.2112 0 25 0.0106 99.5826 99.5840 .5010 .7136
L8 226.7844 7.2108 2500.000 2.5572 0 25 0.1250 0 25 0.0113 99.5840 99.5843 .7136 .8857
L9 5.4768 0.2939 750.0000 2.5013 0 25 0.4926 0 25 0.4567 99.5843 99.4018 .4857 .2557
L10 230.8083 6.4939 2000.000 2.5012 0 25 0.4382 0 26 0.0108 98.8842 97.6262 .0921 .4631
L11 134.5580 5.4453 2000.000 2.5135 0 26 0.2667 0 26 0.0187 97.6262 97.6282 .4631 .7641
L12 167.9513 6.1276 2500.000 2.5366 0 26 0.1740 0 26 0.0151 97.6282 97.6290 .6113 .8516
L13 106.1819 4.1033 2750.000 3.4546 0 25 0.1974 0 25 0.0325 97.6290 97.6298 .7742 .9745
L14 3.7006 0.2681 800.0000 3.4490 0 25 0.7640 0 26 0.9320 97.6298 97.5283 .6122 .4979
L15 41.4767 1.7785 1500.000 3.4473 0 26 0.6075 0 25 0.0831 94.9306 94.6985 .3137 .4457
L24 46.8109 1.7908 2000.000 3.4296 0 26 0.7737 0 26 0.0733 94.6985 94.2106 .3343 .3103
L25 97.5504 2.8630 2500.000 4.4314 0 26 0.7149 0 25 0.0454 94.2106 93.8552 .2482 .4021
L26 39.8090 1.2386 3000.000 4.3649 0 26 1.0896 0 26 0.1096 93.8552 93.3206 .3351 .1935
L27 416.5903 6.9969 3500.000 4.3626 0 26 0.8902 0 17 0.0105 93.3206 93.2689 .1659 .3625
L28 142.9406 2.4129 2000.000 1.0723 0 26 0.7101 0 25 0.0075 120.8382 113.9281 .1691 .2141
L29 111.2914 2.2238 2000.000 2.0899 0 27 1.0291 0 27 0.0188 113.9281 105.9385 .2141 .2192
L30 121.4510 2.4983 2000.000 2.6967 0 28 0.7142 0 28 0.0222 105.9385 98.2462 .2192 .3731
L31 81.3908 1.8198 2000.000 3.7907 0 30 0.5484 0 23 0.0466 98.2462 95.8892 .3731 .5446
L32 10.6189 1.0497 1500.000 3.9764 0 33 0.9791 0 33 0.3745 95.8892 95.0009 .7261 .6206
L33 13.2107 0.8025 900.0000 0.4462 0 25 0.3829 0 25 0.0338 97.8818 97.3254 .4131 .2282
L34 27.1462 0.7567 2000.000 4.1896 0 33 0.3684 0 32 0.1543 95.0009 94.9163 .4654 .4732
L35 151.1332 2.3985 2800.000 4.1879 0 33 0.7660 0 33 0.0277 94.9163 93.6846 .3380 .2516
L36 604.2278 7.2058 3400.000 4.3708 0 32 1.4596 0 16 0.0072 93.6846 93.2860 .2072 .2871
W2637 41.0450 1.2356 2000.000 0.0583 0 26 0.1942 0 26 0.0014 93.8552 93.6619 .0676 .0209
L37 268.7941 4.1638 3600.000 4.4477 0 32 0.6008 0 40 0.0165 93.2860 93.2689 .2711 .3525
L38 20.3679 0.8611 2000.000 8.4032 0 27 0.8991 0 25 0.4126 93.2689 93.2059 .6344 .6130
L39 220.6626 2.1612 4000.000 -8.3778 0 28 -0.8334 0 26 -0.0380 93.2059 93.0847 .2565 .2762
L41 24.3580 0.8853 2000.000 8.3217 0 28 0.6761 0 28 0.3416 93.0847 92.7042 .6024 .6121
4243 57.3946 1.4914 2000.000 8.6667 0 30 0.7187 0 28 0.1510 92.7042 91.7664 .6121 .5582
4344 63.4676 1.7564 2000.000 8.7651 0 32 0.8522 0 28 0.1381 91.7664 91.1414 .5582 .5707
6869 43.1813 0.6276 2800.000 9.6344 0 43 0.5345 0 54 0.2231 89.5921 89.4329 .6258 .6260
4445 86.8567 1.9041 2500.000 8.3847 0 32 0.6286 0 28 0.0965 91.1414 91.1099 .4566 .5639
4546 96.3889 3.0307 2500.000 8.0935 0 32 1.0501 0 17 0.0840 91.1099 91.0779 .5639 .6952
4647 19.5453 0.7456 2500.000 7.7474 0 36 1.0410 0 23 0.3964 91.0779 91.0617 .6952 .6967
4754 69.8137 1.6227 2500.000 7.6736 0 37 0.8689 0 22 0.1099 91.0617 91.0556 .6967 .7502
4849 68.7768 2.2981 2000.000 1.4817 0 25 0.8667 0 25 0.0215 91.0603 91.0573 .2401 .3237
4950 88.3261 2.2234 2360.000 1.4822 0 25 0.6345 0 27 0.0168 91.0573 91.0569 .2743 .3080
5051 69.6722 2.5632 2000.000 2.0680 0 25 0.9673 0 25 0.0297 91.0569 91.0559 .3634 .4929
5152 86.0599 3.2001 2000.000 2.0621 0 25 0.8953 0 25 0.0240 91.0559 91.0557 .4929 .5628
5253 70.2593 2.7867 2000.000 2.2322 0 25 1.1325 0 22 0.0318 91.0557 91.0555 .5628 .7628
5354 215.9379 3.0206 2500.000 1.2973 0 25 0.4390 0 14 0.0060 91.0555 91.0556 .6102 .7182
5462 217.9611 2.6925 2500.000 8.4407 0 40 0.2735 2 36 0.0387 91.0556 91.0549 .7182 .8540
5657 69.9273 5.9238 Section 4
400.0000 0.1737 0 25 0.4565 0 25 0.0025 99.5456 99.2510 .0390 .0526
5758 51.4571 6.0705 500.0000 0.1614 0 25 0.1331 0 25 0.0031 99.2510 92.5997 .0421 .3193
5859 18.9395 2.2745 1000.000 0.5244 0 26 0.8091 0 26 0.0277 92.5997 91.7902 .1597 .1902
5960 27.1929 2.5298 1000.000 0.6375 0 26 0.7372 0 26 0.0234 91.7902 91.2830 .1902 .1230
6061 52.8129 3.1658 1000.000 0.6351 0 26 0.1852 0 25 0.0120 91.2830 91.0556 .1230 .5556
6162 84.2671 4.7255 2000.000 0.7626 0 26 1.3731 0 13 0.0090 91.0556 91.0549 .2778 1.067 *
6465 90.4168 2.4565 2400.000 9.3612 0 41 0.9520 0 24 0.1035 89.7951 89.7513 .4854 .6964
6566 57.6108 1.7304 2400.000 9.3289 0 41 0.7397 0 16 0.1619 89.7513 89.7274 .6964 .8114
6667 54.3218 0.8545 2400.000 9.6712 0 41 0.2713 0 9 0.1780 89.7274 89.7113 .8114 .8755
L595 217.9611 2.6925 2500.000 8.6804 0 41 0.1915 0 1 0.0398 91.0549 91.0547 .8540 .9219
5556ova 8.0165 3.7039 500.0000 0.3410 0 25 1.5000 0 25 0.0425 100.0146 99.5642 .3292 .3284
5556unda 0.2730 2.4721 375.0000 0.2231 0 25 1.9959 0 25 0.8171 100.0146 99.5456 2.918 2.868
5663ova 7.0634 3.0050 500.0000 0.3589 0 25 1.1796 0 25 0.0508 99.5456 98.1450 .2912 .2900
5663und 0.2114 1.9145 375.0000 0.2355 0 25 2.1581 0 25 1.1138 99.5456 97.3425 3.054 .9134
6364ova 109.2892 6.1392 1800.000 0.4011 0 25 0.7345 0 25 0.0037 97.0629 89.9470 .0349 .0261
6364und 0.6735 4.2350 450.0000 0.6275 0 16 3.9136 0 16 0.9316 97.0629 89.7951 2.917 2.589
6264ova 48.9163 1.4846 800.0000 1.9861 0 41 0.7322 0 41 0.0406 91.0547 90.9955 .2184 .1694
6264und 3.2349 3.4667 1090.000 3.3306 0 41 3.5158 0 37 1.0296 91.0547 89.7951 2.114 1.068
6768ova 22.4678 1.2234 600.0000 7.5336 0 43 1.1733 0 43 0.3353 89.7113 89.6471 .5188 .4452
6768und 3.2349 3.4667 1090.000 2.0437 0 28 2.1498 0 28 0.6318 89.7113 89.5921 1.606 1.607
FREE # 1 Undefnd Undefnd Undefn 9.6344 0 43
*==================================================*
| 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 0.2950 1.1752 0.7190
L2 0.0000 360.0000 0.0000 0.0000 0.3125 1.3114 0.6063
L3 0.0000 360.0000 0.0000 0.0000 0.3891 2.0365 0.4817
L4 0.0000 360.0000 0.0000 0.0000 0.4663 3.3248 0.6308
L5 0.0000 360.0000 0.0000 0.0000 0.4434 3.0504 0.5948
L6 0.0000 360.0000 0.0000 0.0000 0.4440 3.9988 0.5545
L7 0.0000 360.0000 0.0000 0.0000 0.7398 10.7188 0.3201
L8 0.0000 360.0000 0.0000 0.0000 1.0091 20.4787 0.2498
L9 0.0000 0.0000 0.0000 360.0000 0.1858 5.0784 0.1369
L10 0.0000 360.0000 0.0000 0.0000 0.3876 5.7119 0.2431
L11 0.0000 360.0000 0.0000 0.0000 0.5982 9.4290 0.3271
L12 0.0000 360.0000 0.0000 0.0000 0.8898 14.5823 0.3182
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.5112 0.4744
L14 0.0000 0.0000 0.0000 360.0000 0.2481 4.5144 0.3393
L15 0.0000 360.0000 0.0000 0.0000 0.4022 5.6904 0.3450
L24 0.0000 360.0000 0.0000 0.0000 0.3547 4.4346 0.4982
L25 0.0000 360.0000 0.0000 0.0000 0.5080 6.2105 0.5800
L26 0.0000 360.0000 0.0000 0.0000 0.4920 4.0063 0.8638
L27 0.0000 360.0000 0.0000 0.0000 0.4694 5.0873 0.8003
L28 0.0000 360.0000 0.0000 0.0000 0.2383 1.5152 0.2712
L29 0.0000 360.0000 0.0000 0.0000 0.3095 2.0312 0.4422
L30 0.0000 360.0000 0.0000 0.0000 0.3313 3.8165 0.4207
L31 0.0000 360.0000 0.0000 0.0000 0.3871 7.7828 0.4615
L32 0.0000 360.0000 0.0000 0.0000 0.4736 4.0613 0.9889
L33 0.0000 0.0000 0.0000 360.0000 0.1233 1.1653 0.1105
L34 0.0000 360.0000 0.0000 0.0000 0.5372 11.3730 0.3458
L35 0.0000 360.0000 0.0000 0.0000 0.2606 5.4670 0.6323
L36 0.0000 360.0000 0.0000 0.0000 0.2712 5.8526 0.7257
W2637 348.7500 0.0000 0.0000 11.2500 0.0533 0.3002 0.0172
L37 0.0000 360.0000 0.0000 0.0000 0.5951 8.3897 0.6175
L38 0.0000 360.0000 0.0000 0.0000 0.6015 9.5053 1.1054
L39 0.0000 129.4583 230.5417 0.0000 0.6502 10.1621 0.8789
L41 0.0000 360.0000 0.0000 0.0000 0.7637 12.3535 0.8177
4243 0.0000 360.0000 0.0000 0.0000 0.4672 12.1184 0.8369
4344 1.2083 358.7917 0.0000 0.0000 0.4710 10.8373 0.8869
6869 9.5833 350.4167 0.0000 0.0000 0.8485 19.0956 0.8842
4445 0.2083 359.7917 0.0000 0.0000 0.8572 17.0464 0.6648
4546 0.2083 359.7917 0.0000 0.0000 0.8070 13.9598 1.0890
4647 1.1250 358.8750 0.0000 0.0000 0.9675 13.8584 1.0809
4754 0.2083 359.7917 0.0000 0.0000 0.9970 23.9416 0.6990
4849 0.2083 359.7917 0.0000 0.0000 0.3283 3.4037 0.3222
4950 0.2083 359.7917 0.0000 0.0000 0.4868 4.9878 0.2474
5051 0.2083 359.7917 0.0000 0.0000 0.5500 7.1712 0.3714
5152 0.8750 359.1250 0.0000 0.0000 0.6866 9.7086 0.3513
5253 0.2083 359.7917 0.0000 0.0000 0.7527 11.8338 0.4683
5354 0.8750 355.5833 0.0000 3.5417 1.2759 42.4451 0.0734
5462 4.3750 355.6250 0.0000 0.0000 1.3493 54.6493 0.3036
5657 348.9500 11.0500 0.0000 0.0000 0.0130 0.3873 0.0082
5758 272.1667 87.8333 0.0000 0.0000 0.0752 1.2200 0.0119
5859 0.2083 359.7917 0.0000 0.0000 0.1340 0.6489 0.1412
5960 0.2083 359.7917 0.0000 0.0000 0.1021 0.8648 0.1153
6061 0.2083 359.7917 0.0000 0.0000 0.2004 3.6130 0.0581
6162 0.2083 359.7917 0.0000 0.0000 0.6085 8.3888 0.5013
6465 0.2083 359.7917 0.0000 0.0000 0.6827 11.8709 1.1196
6566 1.2083 358.7917 0.0000 0.0000 0.9394 19.8969 0.8489
6667 0.2083 359.7917 0.0000 0.0000 1.0923 45.7883 0.4277
L595 1.1250 358.8750 0.0000 0.0000 1.3822 65.9775 0.2917
5556ova 328.1167 25.2514 0.0000 6.6319 0.0756 0.2286 0.2454
5556unda 0.2083 55.4333 0.0000 304.3583 0.1119 0.1136 2.1655
5663ova 323.2313 0.0000 0.0000 36.7687 0.0775 0.3045 0.1713
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1091 1.6058
6364ova 338.3667 0.0000 0.0000 21.6333 0.0549 0.5462 0.0403
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1640 4.5661
6264ova 333.9500 0.0000 0.0000 26.0500 0.1006 2.7163 0.1134
6264und 1.8333 358.1667 0.0000 0.0000 0.3297 0.9501 6.0807
6768ova 301.8542 0.0000 0.0000 58.1458 0.1993 6.4213 0.3393
6768und 9.5417 350.4583 0.0000 0.0000 0.3315 0.9577 2.9983
*===========================================*
| 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 0.0891 1924.5217 0.0014 1.0000 0.3182 0.0879 0.1767 12.1735
L2 0.0892 1927.6513 0.0015 1.0000 0.2714 0.0874 0.2064 12.1735
L3 0.0893 1929.9336 0.0016 1.0000 0.1712 0.1087 0.3201 12.1735
L4 0.1686 3640.7872 0.0026 1.0000 0.0991 0.1469 0.5814 12.1735
L5 0.1689 3649.0023 0.0031 1.0000 0.0611 0.2394 1.0189 12.1735
L6 0.1690 3650.3803 0.0062 1.0000 0.0329 0.3365 2.3794 2.8539
L7 0.1690 3649.4379 0.0080 1.0000 0.0085 0.6160 7.6689 2.8407
L8 0.1898 4099.6391 0.0130 1.0000 0.0040 0.8678 15.9357 2.8405
L9 0.1899 4101.8069 0.0030 1.0000 0.2423 0.0499 0.9681 6.0868
L10 0.1900 4104.1334 0.0029 1.0000 0.0658 0.2607 3.6955 6.2965
L11 0.1896 4094.3461 0.0052 1.0000 0.0124 0.4964 6.8011 2.8453
L12 0.1885 4072.6363 0.0065 1.0000 0.0060 0.7871 11.6673 2.8431
L13 0.2592 5598.4667 0.0085 1.0000 0.0057 0.8529 14.0644 2.8457
L14 0.2587 5587.3606 0.0037 1.0000 0.2435 0.1174 0.9095 6.0867
L15 0.2591 5596.4520 0.0034 1.0000 0.1183 0.1274 1.3741 8.1402
L24 0.2594 5602.4035 0.0030 1.0000 0.2335 0.0925 0.7701 8.1157
L25 0.3399 7342.0553 0.0047 1.0000 0.1785 0.1333 1.1676 8.1354
L26 0.3403 7349.6719 0.0044 1.0000 0.2618 0.1405 0.7827 8.1157
L27 0.3408 7362.1020 0.0046 1.0000 0.1488 0.1684 1.2169 4.0578
L28 0.1038 2242.6152 0.0012 1.0000 0.3547 0.0702 0.3077 8.1157
L29 0.1939 4188.3568 0.0021 1.0000 0.2944 0.0939 0.4831 8.1157
L30 0.3297 7122.4388 0.0028 1.0000 0.2502 0.1514 1.0629 8.1157
L31 0.4652 10048.679 0.0040 1.0000 0.1582 0.1749 1.7870 8.1157
L32 0.5035 10876.617 0.0041 1.0000 0.2684 0.2023 1.0573 10.1446
L33 0.0289 624.7669 0.0007 1.0000 0.3465 0.0321 0.1452 12.1735
L34 0.5341 11536.919 0.0041 1.0000 0.0664 0.2433 3.7497 10.1446
L35 0.5354 11565.269 0.0042 1.0000 0.3131 0.1429 1.3228 10.1446
L36 0.5618 12135.603 0.0047 1.0000 0.5669 0.1172 0.9995 3.6520
W2637 0.0007 14.2020 0.0001 0.0520 0.0198 0.0013 0.0069 0.1000
L37 0.5643 12189.051 0.0045 1.0000 0.1768 0.2098 1.9159 3.6521
L38 0.9078 19607.635 0.0085 1.0000 0.1644 0.2424 2.1594 3.6521
L39 -0.9088 -19630.23 0.0086 1.0000 0.0000 0.2311 2.5451 8.1157
L41 0.9141 19744.727 0.0082 1.0000 0.1577 0.2541 3.0319 8.1157
4243 0.9701 20954.466 0.0086 0.9993 0.2310 0.1980 2.5275 5.0481
4344 0.9770 21102.177 0.0084 0.9970 0.2613 0.1917 2.5348 0.0742
6869 1.5082 32577.581 0.0100 0.9792 0.1235 0.3868 5.4181 0.1484
4445 1.0020 21642.612 0.0079 0.9994 0.1324 0.2831 4.6028 4.5940
4546 1.0229 22095.127 0.0081 0.9994 0.3109 0.2743 3.1632 3.2815
4647 1.0241 22120.729 0.0077 0.9972 0.1356 0.3513 3.6138 0.0507
4754 1.0411 22487.753 0.0084 0.9994 0.2514 0.3161 5.5817 3.2815
4849 0.1189 2569.1856 0.0018 0.9994 0.3157 0.0797 0.6174 3.2815
4950 0.1189 2569.0271 0.0026 0.9992 0.1370 0.1183 1.0242 3.0232
5051 0.1601 3459.1867 0.0029 0.9994 0.3492 0.1275 1.3704 3.2815
5152 0.1601 3457.2923 0.0045 0.9978 0.1401 0.1764 2.0221 0.9038
5253 0.1727 3729.8151 0.0037 0.9994 0.5047 0.1937 2.4555 3.2815
5354 0.1738 3753.4201 0.0065 0.9978 0.0632 0.3405 10.3273 1.2771
5462 1.2164 26275.314 0.0201 0.9903 0.1969 0.4191 14.3556 0.0808
5657 0.0023 49.5815 0.0002 0.0495 0.0498 0.0004 0.0114 0.0200
5758 0.0023 50.1040 0.0002 0.4008 0.0105 0.0120 0.1883 0.0350
5859 0.0347 749.2648 0.0007 0.9994 0.3685 0.0278 0.1118 3.9378
5960 0.0436 942.3519 0.0007 0.9994 0.4152 0.0212 0.1343 3.2815
6061 0.0439 947.5990 0.0008 0.9990 0.0822 0.0561 0.8539 3.0232
6162 0.0597 1289.2239 0.0022 0.9994 0.1754 0.1731 2.0658 3.2816
6465 1.4138 30538.882 0.0097 0.9994 0.3091 0.2829 3.6203 3.2815
6566 1.4145 30553.595 0.0096 0.9971 0.1642 0.3944 6.4570 0.0601
6667 1.5036 32477.587 0.0099 0.9994 0.0457 0.5031 15.9894 5.2504
L595 1.2750 27539.159 0.0371 0.9972 0.1023 0.4903 18.4196 0.0811
5556ova 0.0115 248.6501 0.0003 0.1422 0.1332 0.0077 0.0159 0.0202
5556unda 0.0304 656.3788 0.0003 0.9994 1.3845 0.0377 0.0285 0.9188
5663ova 0.0185 399.2947 0.0004 0.1687 0.1509 0.0089 0.0297 0.0201
5663und 0.0362 782.3618 0.0003 0.9993 1.2080 0.0435 0.0314 0.8834
6364ova 0.0103 222.2787 0.0004 0.0948 0.1157 0.0030 0.0293 0.0500
6364und 0.0743 1604.4394 0.0012 0.9994 1.1327 0.0665 0.0661 0.9188
6264ova 0.0729 1575.1639 0.0014 0.1403 0.0857 0.0094 0.2217 0.0200
6264und 1.2019 25961.141 0.0035 0.9961 0.6324 0.1830 0.4187 0.0140
6768ova 0.5899 12741.160 0.0054 0.2948 0.2039 0.0398 1.1250 0.0200
6768und 0.9174 19816.407 0.0031 0.9792 0.5493 0.1821 0.4602 0.0140
FREE # 1 1.5083 32580.287
*===============================================================*
| 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 1.1840 0.0000 1.2369 0.5727 0.7359 103.6224 102.3324 Max Flow
L2 1.1729 0.0000 0.9591 0.5018 0.6217 102.3327 101.0905 Max Flow
L3 1.1532 0.0000 0.4171 0.4980 0.7102 101.0908 100.4090 Max Flow
L4 2.2291 0.0000 0.4596 0.5817 0.9435 100.4094 99.9418 Max Flow
L5 2.1916 0.0000 0.3552 0.4981 0.9420 99.9422 99.5650 Max Flow
L6 2.1991 0.0000 0.0137 0.5788 0.4950 99.5649 99.5779 Max Flow
L7 2.1785 0.0000 0.0008 0.5317 0.4446 99.5781 99.5798 Max Flow
L8 2.4840 0.0000 0.0002 0.5371 0.4602 99.5798 99.5799 Max Flow
L9 2.4121 0.0000 0.1621 0.1894 0.5290 99.5799 99.3994 Max Flow
L10 2.4041 0.0000 0.0414 0.2116 0.1780 98.8801 97.6240 Max Flow
L11 2.3818 0.0000 0.0030 0.4928 0.4504 97.6241 97.6257 Max Flow
L12 2.3438 0.0000 0.0007 0.5613 0.5057 97.6258 97.6263 Max Flow
L13 3.3836 0.0000 0.0012 0.7942 0.7310 97.6264 97.6268 Max Flow
L14 3.3314 0.0000 0.0791 0.3978 0.6215 97.6269 97.5278 Max Flow
L15 3.3011 0.0000 0.2106 0.2818 0.4591 94.9198 94.6823 Max Flow
L24 3.2287 0.0000 0.4687 0.4478 0.6420 94.6824 94.2031 Max Flow
L25 4.3129 0.0000 0.2319 0.4651 0.6126 94.2035 93.8378 Max Flow
L26 4.1630 0.0000 0.4560 0.5691 1.1128 93.8378 93.3049 Max Flow
L27 4.1204 0.0000 0.0890 0.5953 0.5648 93.3054 93.1945 Max Flow
L28 1.0227 0.0000 4.5764 0.2421 0.3297 120.8306 113.9153 Max Flow
L29 1.9291 0.0000 7.1943 0.3005 0.4111 113.9118 105.9372 Max Flow
L30 2.6828 0.0000 3.3525 0.3250 0.4360 105.9372 98.2457 Max Flow
L31 3.7877 0.0000 0.8054 0.5051 0.7505 98.2456 95.8785 Max Flow
L32 3.9655 0.0000 0.8523 0.7337 1.0467 95.8877 95.0001 Max Flow
L33 0.4440 0.0000 0.5378 0.2050 0.3338 97.8813 97.3249 Max Flow
L34 4.1733 0.0000 0.0846 0.4026 0.9048 95.0001 94.9159 Max Flow
L35 4.1787 0.0000 1.1843 0.7260 0.8543 94.9159 93.6841 Max Flow
L36 4.3570 0.0000 0.1583 0.7039 0.7013 93.6841 93.2338 Max Flow
W2637 0.0394 0.0000 0.1830 0.0283 0.0940 93.8378 93.6483 Max Flow
L37 4.4252 0.0000 0.0379 0.5970 0.7095 93.2340 93.2105 Max Flow
L38 8.1244 0.0000 0.0567 0.8817 1.4906 93.2601 93.1989 Max Flow
L39 -0.0194 0.0000 -0.0099 0.0059 0.0188 92.1859 92.1959 Max Flow
L41 8.2321 0.0000 0.3783 0.6771 1.1968 93.0804 92.7042 Max Flow
4243 8.6645 0.0000 0.9224 0.7966 1.1925 92.7042 91.7628 Max Flow
4344 8.4574 0.0000 0.6279 0.7648 1.0744 91.7188 91.0956 Max Flow
6869 9.5720 0.0000 0.1592 0.7814 1.7484 89.5875 89.4284 Max Flow
4445 8.1408 0.0000 0.0544 0.5482 0.8248 91.0952 91.0494 Max Flow
4546 7.9223 0.0000 0.0611 0.9131 1.1181 91.0489 91.0025 Max Flow
4647 7.6683 0.0000 0.0221 0.7696 1.6970 91.0019 90.9799 Max Flow
4754 7.5049 0.0000 0.0077 0.6976 1.0150 91.0595 91.0528 Max Flow
4849 1.4676 0.0000 0.1775 0.2921 0.3730 90.9569 90.7743 Max Flow
4950 1.4533 0.0000 0.0299 0.2220 0.3018 90.7745 90.7501 Max Flow
5051 2.0341 0.0000 0.3141 0.3210 0.4002 90.7503 90.4121 Max Flow
5152 2.0066 0.0000 0.0664 0.2702 0.3172 90.4124 90.3636 Max Flow
5253 2.1779 0.0000 0.1404 0.3741 0.4320 90.3638 90.1882 Max Flow
5354 1.2839 0.0000 0.0357 0.1005 0.1567 89.6922 89.6634 Max Flow
5462 8.2625 0.0000 0.0013 0.2926 0.4125 91.0528 91.0521 Max Flow
5657 0.1673 0.0000 0.1752 0.0191 0.0148 99.5453 99.2496 Max Flow
5758 0.1392 0.0000 0.0299 0.0247 0.0193 99.2496 92.5921 Max Flow
5859 0.4799 0.0000 0.5834 0.1330 0.1514 92.5921 91.7865 Max Flow
5960 0.6008 0.0000 0.4846 0.1357 0.1593 91.7865 91.2786 Max Flow
6061 0.5810 0.0000 0.0128 0.1063 0.1184 91.2786 90.9833 Max Flow
6162 0.6936 0.0000 0.0218 0.4616 0.4831 90.9833 90.1852 Max Flow
6465 9.3079 0.0000 0.0841 0.9556 1.0464 89.7898 89.7436 Max Flow
6566 9.2263 0.0000 0.0302 1.0081 1.2492 89.7435 89.7189 Max Flow
6667 9.4934 0.0000 0.0166 0.7931 1.3229 89.7188 89.7025 Max Flow
L595 8.5600 0.0000 0.0005 0.2992 0.4218 91.0521 91.0519 Max Flow
5556ova 0.3358 0.0000 0.4463 0.2020 0.1632 100.0139 99.5632 Max Flow
5556unda 0.2229 0.1754 0.2929 0.3365 0.2576 100.0139 99.5452 Max Flow
5663ova 0.3557 0.0000 1.3939 0.1625 0.1446 99.5453 98.1446 Max Flow
5663und 0.2355 0.6039 1.6012 0.3425 0.3750 99.5453 97.3425 Max Flow
6364ova 0.3886 0.0000 7.1003 0.0472 0.0455 97.0622 89.9455 Max Flow
6364und 0.6253 1.5581 6.0313 1.2788 0.3429 97.0288 89.4382 Max Flow
6264ova 1.9037 0.0000 0.0454 0.1329 0.1854 91.0519 90.9929 Max Flow
6264und 3.3299 1.1389 0.1229 0.9895 0.9266 91.0519 89.7898 Max Flow
6768ova 7.4179 0.0000 0.0473 0.2651 0.3535 89.7090 89.6451 Max Flow
6768und 2.0144 0.3780 0.0445 0.8011 0.6230 89.5271 89.1056 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 250.0000 0.0000 110.0000 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 255.0000 0.0000 105.0000 0.0000 0.0000 0.0000 0.0000 None
L14 70.0000 290.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 300.0000 10.0000 0.0000 0.0000 0.0000 50.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 285.0000 75.0000 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 185.0000 175.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 285.0000 40.0000 0.0000 0.0000 0.0000 35.0000 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 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 60.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 190.0000 170.0000 0.0000 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 45.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 315.0000 10.0000 0.0000 25.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 320.0000 0.0000 0.0000 35.0000 5.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 325.0000 0.0000 0.0000 0.0000 35.0000 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 15.0000 10.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 130.0000 0.0000 0.0000 230.0000 0.0000 None
6768ova 20.0000 40.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 55.0000 110.0000 0.0000 55.0000 140.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.2083 1.2083 0.0000
L2 356.0417 356.0417 0.0000 0.0000
L3 358.7500 358.7500 0.0000 0.0000
L4 300.2917 300.3250 0.0000 0.0000
L5 0.0667 324.6500 0.0000 0.0000
L6 0.0000 345.7708 0.0000 0.0000
L7 0.0000 342.0833 0.0000 0.0000
L8 0.0000 346.9167 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 357.7083 0.0000 0.0000
L12 0.0000 346.8333 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 13.9583 15.0833 0.0000 0.0000
L25 356.9583 357.0000 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 162.6667 163.8750 0.0000 0.0000
L29 331.5833 331.5833 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 27.7222 27.7222 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.2083 351.0000 0.0000 0.0000
L35 7.2917 7.3333 0.0000 0.0000
L36 72.7847 72.8403 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 299.0833 359.0000 0.0000 0.0000
L38 0.0417 7.1250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 13.6875 62.9514 0.0000 0.0000
4243 26.7083 26.7083 0.1250 0.0000
4344 33.8833 33.8833 0.0000 0.0000
6869 3.9819 36.3653 0.0000 0.0000
4445 283.8750 356.1250 0.0000 0.0000
4546 9.9583 56.8125 2.6250 0.0000
4647 0.0417 38.3083 0.0000 0.0000
4754 7.1042 68.0417 0.0000 0.0000
4849 6.6125 39.9667 0.0000 0.0000
4950 279.5208 358.7917 0.0000 0.0000
5051 7.6375 49.3333 0.0000 0.0000
5152 289.0000 358.6667 0.0000 0.0000
5253 11.3611 63.6528 0.0000 0.0000
5354 279.1875 348.6250 0.0833 0.0000
5462 273.6944 353.0417 0.0000 0.0000
5657 336.7778 336.7778 5.3333 0.0000
5758 338.7500 338.7500 0.0000 0.0000
5859 358.5000 358.5417 1.0417 0.0000
5960 0.0000 0.0000 0.0417 0.0000
6061 358.7917 359.7917 1.0417 0.0000
6162 318.7667 346.2917 3.4167 0.0000
6465 209.1250 270.2083 0.2917 0.0000
6566 14.4028 358.6667 0.0417 0.0000
6667 0.1250 349.7500 0.0000 0.0000
L595 207.7500 355.6667 2.6667 0.0000
5556ova 338.4014 339.1681 21.4917 0.0000
5556unda 0.0000 18.0833 318.3583 0.0000
5663ova 0.3208 0.3208 0.0000 0.0000
5663und 0.0000 0.0000 317.1333 0.0000
6364ova 0.0000 0.0000 344.2000 0.0000
6364und 290.6458 290.7292 12.2500 0.0000
6264ova 0.0000 0.0000 300.9333 0.0000
6264und 2.3333 277.9444 0.0000 0.0000
6768ova 0.0000 0.0000 274.1667 0.0000
6768und 0.0000 261.0000 0.9167 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 0.3443 1.0675 0.3313 0.0198 1.1628 0.0088 0.0576 1.0893 0.0265 0.6052 11.4377 0.2787 0.7257
L2 0.0000 0.9074 0.0000 0.0000 1.1860 0.0000 0.0000 1.3070 0.0000 0.0000 14.3765 0.0000 0.6666
L3 0.0000 0.5786 0.0000 0.0000 1.1758 0.0000 0.0000 2.0321 0.0000 0.0000 32.5132 0.0000 0.8300
L4 0.2173 0.6990 0.2354 0.0092 2.2206 0.0239 0.0421 3.1769 0.1016 0.6740 50.8310 1.6256 0.9326
L5 0.0000 0.7362 0.0000 0.0000 2.2423 0.0000 0.0000 3.0458 0.0000 0.0000 30.4578 0.0000 0.8243
L6 0.1401 0.6697 0.2065 0.0725 2.1259 0.0618 0.5177 3.1744 0.2991 5.2810 32.3793 3.0513 0.9954
L7 0.0237 0.2187 0.0491 0.0035 2.2409 0.0156 0.1480 10.2477 0.3183 1.5544 107.6007 3.3421 1.5132
L8 0.0094 0.1257 0.0188 0.0007 2.5550 0.0015 0.0739 20.3235 0.0773 0.7395 203.2350 0.7731 1.9845
L9 0.3673 0.6207 0.5954 0.9384 1.5011 0.0619 2.5549 2.4185 0.1039 25.5493 24.1849 1.0392 0.2880
L10 0.2383 0.5150 0.2410 0.1533 2.1188 0.2291 0.6434 4.1140 0.9507 6.4337 41.1402 9.5066 0.5714
L11 0.0478 0.3067 0.0958 0.0359 2.3954 0.0823 0.7515 7.8096 0.8588 12.3994 128.8579 14.1707 1.2325
L12 0.0235 0.1854 0.0479 0.0139 2.4982 0.0246 0.5887 13.4738 0.5129 9.7142 222.3171 8.4626 1.8218
L13 0.0261 0.2237 0.0534 0.0338 3.3558 0.0649 1.2940 15.0026 1.2145 22.6451 262.5461 21.2536 2.4200
L14 0.0000 0.4115 0.7618 0.0000 0.1663 3.2826 0.0000 0.4042 4.3093 0.0000 4.0417 43.0931 0.4143
L15 0.3415 0.7712 0.3164 0.3969 2.7450 0.3053 1.1620 3.5593 0.9652 15.1064 46.2705 12.5473 0.5626
L24 0.1231 0.7761 0.0000 0.0021 3.4275 0.0000 0.0172 4.4161 0.0000 0.3433 88.3215 0.0000 0.6469
L25 0.3482 0.8058 0.2968 0.1794 4.0555 0.1966 0.5152 5.0326 0.6622 8.2425 80.5216 10.5950 0.8020
L26 0.0000 1.0902 0.0000 0.0000 4.3649 0.0000 0.0000 4.0037 0.0000 0.0000 60.0555 0.0000 0.8321
L27 0.0000 0.9236 0.1247 0.0000 4.3127 0.0499 0.0000 4.6695 0.4002 0.0000 67.7072 5.8023 0.9483
L28 0.0000 0.7100 0.0000 0.0000 1.0723 0.0000 0.0000 1.5103 0.0000 0.0000 202.3825 0.0000 0.3849
L29 0.0000 1.0319 0.0000 0.0000 2.0899 0.0000 0.0000 2.0252 0.0000 0.0000 319.9888 0.0000 0.4293
L30 0.0000 0.7118 0.0000 0.0000 2.6967 0.0000 0.0000 3.7885 0.0000 0.0000 568.2704 0.0000 0.6215
L31 0.0000 0.4899 0.0000 0.0000 3.7907 0.0000 0.0000 7.7372 0.0000 0.0000 688.6098 0.0000 0.9353
L32 0.3263 1.0140 0.3136 0.0464 3.9107 0.0193 0.1423 3.8568 0.0616 2.9873 80.9930 1.2945 1.0221
L33 0.1446 0.4261 0.1443 0.0186 0.4215 0.0061 0.1287 0.9892 0.0421 1.2875 9.8919 0.4215 0.3178
L34 0.0926 0.3818 0.2780 0.0145 3.8985 0.2765 0.1570 10.2105 0.9948 2.7484 178.6838 17.4085 0.9378
L35 0.0589 0.7705 0.2982 0.0000 4.1786 0.0093 0.0003 5.4231 0.0312 0.0071 116.5964 0.6710 0.8413
L36 0.1909 0.7597 0.0674 0.0213 4.3488 0.0006 0.1117 5.7245 0.0094 2.0097 103.0412 0.1697 0.8341
W2637 0.1813 0.2090 0.0673 0.0065 0.0515 0.0003 0.0361 0.2463 0.0039 0.3610 2.4629 0.0385 0.1032
L37 0.0893 0.5695 0.0384 0.0550 4.3908 0.0018 0.6165 7.7100 0.0468 14.4882 181.1857 1.1008 1.1140
L38 0.1742 1.0605 0.1051 0.2963 8.0890 0.0179 1.7013 7.6274 0.1701 23.8181 106.7841 2.3820 1.2495
L39 0.0000 0.8405 0.2615 0.0000 8.3106 0.0672 0.0000 9.8876 0.2569 0.0000 98.8764 2.5691 1.0897
L41 0.2930 0.7268 0.2850 0.2354 7.8880 0.1983 0.8035 10.8527 0.6957 43.7913 591.4745 37.9180 1.2123
4243 0.2774 1.1336 0.3567 1.1454 6.8219 0.6994 4.1288 6.0181 1.9605 247.7252 361.0880 117.6300 1.1759
4344 0.4822 1.2664 0.3117 2.3826 6.0326 0.3498 4.9412 4.7638 1.1224 247.0584 238.1879 56.1177 1.0822
6869 0.0000 0.5143 0.2839 0.0000 9.4594 0.1750 0.0000 18.3944 0.6161 0.0000 367.8872 12.3229 1.7525
4445 0.0000 0.4921 0.0000 0.0000 8.3847 0.0000 0.0000 17.0395 0.0000 0.0000 562.3051 0.0000 1.2647
4546 0.4320 0.9101 0.2624 3.8267 4.1164 0.1504 8.8576 4.5230 0.5731 221.4411 113.0749 14.3274 1.5613
4647 0.1750 0.6300 0.1833 0.1404 7.3549 0.2521 0.8020 11.6736 1.3756 16.0404 233.4725 27.5126 1.7396
4754 0.2351 0.3919 0.2360 1.2118 5.1005 1.3614 5.1549 13.0162 5.7688 159.8025 403.5029 178.8324 1.8033
4849 0.1345 0.4502 0.1341 0.0116 1.4603 0.0098 0.0860 3.2440 0.0733 1.0316 38.9284 0.8802 0.5593
4950 0.1957 0.3337 0.1972 0.1181 1.2240 0.1401 0.6034 3.6682 0.7103 3.6203 22.0092 4.2619 0.6835
5051 0.1692 0.3154 0.1697 0.1075 1.8451 0.1154 0.6355 5.8495 0.6801 12.0753 111.1409 12.9227 0.8484
5152 0.1683 0.2648 0.1767 0.3918 1.1019 0.5684 2.3285 4.1610 3.2159 13.9711 24.9660 19.2955 1.0502
5253 0.1072 0.2287 0.1277 0.1935 1.7199 0.3188 1.8045 7.5217 2.4969 36.0895 150.4345 49.9379 1.3203
5354 0.0187 0.0335 0.0239 0.1038 1.0849 0.1086 5.5606 32.3379 4.5378 161.2569 937.7993 131.5959 1.6489
5462 0.0826 0.1770 0.0445 0.5599 7.6821 0.1987 6.7796 43.4019 4.4593 81.3557 520.8229 53.5119 1.9518
5657 0.0728 0.4487 0.1233 0.0000 0.1737 0.0000 0.0000 0.3872 0.0000 0.0000 2.3234 0.0002 0.0180
5758 0.0791 0.1335 0.0860 0.0009 0.1592 0.0013 0.0120 1.1925 0.0153 0.5981 59.6240 0.7628 0.0845
5859 0.0000 0.8105 0.0000 0.0000 0.5244 0.0000 0.0000 0.6469 0.0000 0.0000 11.6448 0.0000 0.1732
5960 0.2625 0.7447 0.2282 0.0024 0.6342 0.0009 0.0091 0.8516 0.0040 0.1553 14.4772 0.0678 0.1605
6061 0.0969 0.1830 0.0665 0.0101 0.6157 0.0093 0.1043 3.3642 0.1404 1.7732 57.1917 2.3867 0.3338
6162 0.0572 0.1547 0.0307 0.2538 0.4834 0.0253 4.4388 3.1242 0.8258 133.1647 93.7251 24.7726 1.3713
6465 0.3481 0.8247 0.4419 0.0778 8.9174 0.3659 0.2236 10.8131 0.8281 7.1561 346.0206 26.4978 1.4034
6566 0.0000 0.4967 0.4231 0.0000 6.1496 3.1792 0.0000 12.3800 7.5142 0.0000 433.3000 262.9975 1.7969
6667 0.1774 0.3018 0.1322 3.9973 4.6281 1.0458 22.5378 15.3334 7.9124 1126.8882 766.6702 395.6201 2.0193
L595 0.0829 0.1554 0.0283 0.8019 7.6861 0.1924 9.6719 49.4632 6.8014 58.0315 296.7795 40.8085 2.2165
5556ova 0.1207 1.5063 0.0000 0.0002 0.3409 0.0000 0.0013 0.2263 0.0000 0.0215 3.6208 0.0000 0.1644
5663ova 0.0000 1.1797 0.0409 0.0000 0.3589 0.0000 0.0000 0.3043 0.0000 0.0000 25.2531 0.0006 0.1453
6364ova 0.0628 0.7347 0.0628 0.0000 0.4011 0.0000 0.0001 0.5460 0.0001 0.0085 60.0548 0.0085 0.0557
6264ova 0.5681 0.8829 0.5439 0.2672 1.4446 0.2742 0.4704 1.6362 0.5041 4.7039 16.3616 5.0415 0.1579
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.2917
*========================================================*
| 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 0.06629 3.8846 0.02938 3.9802 9.2089 12.864 0.06629 3.8846 0.02938 3.9802 9.2089 12.864 0.0000 0.0000 0.0000 None
L2 0.0000 4.0369 0.0000 4.0369 2.4693 6.3904 0.0000 4.0369 0.0000 4.0369 2.4693 6.3904 0.0000 0.0000 0.0000 None
L3 0.0000 7.2655 0.0000 7.2655 5.2421 10.139 0.0000 7.2655 0.0000 7.2655 5.2421 10.139 0.0000 0.0000 0.0000 None
L4 0.05886 14.276 0.1537 14.489 4.8215 11.613 0.05886 14.276 0.1537 14.489 4.8215 11.613 0.0000 0.0000 0.0000 None
L5 0.0000 11.854 0.0000 11.854 6.9787 13.528 0.0000 11.854 0.0000 11.854 6.9787 13.528 0.0000 0.0000 0.0000 None
L6 2.3992 70.315 2.0432 74.757 7.0074 15.440 2.3992 70.315 2.0432 74.757 7.0074 15.440 0.0000 0.0000 0.0000 None
L7 0.4290 273.52 1.9083 275.86 5.0114 18.910 0.4290 273.52 1.9083 275.86 5.0114 18.910 0.0000 0.0000 0.0000 None
L8 0.1659 612.86 0.3479 613.37 6.2414 25.989 0.1659 612.86 0.3479 613.37 6.2414 25.989 0.0000 0.0000 0.0000 None
L9 7.6224 12.193 0.5026 20.318 3.6312 30.538 7.6224 12.193 0.5026 20.318 3.6312 30.538 0.0000 0.0000 0.0000 None
L10 2.7334 37.771 4.0840 44.589 10.248 23.028 2.7334 37.771 4.0840 44.589 10.248 23.028 0.0000 0.0000 0.0000 None
L11 3.0379 202.73 6.9612 212.73 6.5234 21.588 3.0379 202.73 6.9612 212.73 6.5234 21.588 0.0000 0.0000 0.0000 None
L12 2.3353 420.78 4.1395 427.26 6.6996 22.429 2.3353 420.78 4.1395 427.26 6.6996 22.429 0.0000 0.0000 0.0000 None
L13 5.3827 534.47 10.338 550.19 3.1071 22.338 5.3827 534.47 10.338 550.19 3.1071 22.338 0.0000 0.0000 0.0000 None
L14 0.0000 1.8084 35.693 37.501 4.5310 25.315 0.0000 1.8084 35.693 37.501 4.5310 25.315 0.0000 0.0000 0.0000 None
L15 3.4443 23.823 2.6499 29.917 2.6248 16.613 3.4443 23.823 2.6499 29.917 2.6248 16.613 0.0000 0.0000 0.0000 None
L24 0.01392 22.584 0.0000 22.598 5.2050 17.266 0.01392 22.584 0.0000 22.598 5.2050 17.266 0.0000 0.0000 0.0000 None
L25 1.6469 37.238 1.8048 40.689 3.3731 15.085 1.6469 37.238 1.8048 40.689 3.3731 15.085 0.0000 0.0000 0.0000 None
L26 0.0000 25.364 0.0000 25.364 5.8844 13.565 0.0000 25.364 0.0000 25.364 5.8844 13.565 0.0000 0.0000 0.0000 None
L27 0.0000 67.353 0.7793 68.132 11.413 21.314 0.0000 67.353 0.7793 68.132 11.413 21.314 0.0000 0.0000 0.0000 None
L28 0.0000 6.0720 0.0000 6.0720 27.076 32.924 0.0000 6.0720 0.0000 6.0720 27.076 32.924 0.0000 0.0000 0.0000 None
L29 0.0000 9.2697 0.0000 9.2697 23.783 30.217 0.0000 9.2697 0.0000 9.2697 23.783 30.217 0.0000 0.0000 0.0000 None
L30 0.0000 20.265 0.0000 20.265 25.569 35.077 0.0000 20.265 0.0000 20.265 25.569 35.077 0.0000 0.0000 0.0000 None
L31 0.0000 35.574 0.0000 35.574 21.187 45.871 0.0000 35.574 0.0000 35.574 21.187 45.871 0.0000 0.0000 0.0000 None
L32 0.2603 21.933 0.1084 22.301 8.0188 16.055 0.2603 21.933 0.1084 22.301 8.0188 16.055 0.0000 0.0000 0.0000 None
L33 0.09855 2.2319 0.03221 2.3627 8.4919 17.883 0.09855 2.2319 0.03221 2.3627 8.4919 17.883 0.0000 0.0000 0.0000 None
L34 0.2209 59.253 4.2028 63.677 1.8751 22.963 0.2209 59.253 4.2028 63.677 1.8751 22.963 0.0000 0.0000 0.0000 None
L35 .000083 17.805 0.03965 17.845 8.9413 29.875 .000083 17.805 0.03965 17.845 8.9413 29.875 0.0000 0.0000 0.0000 None
L36 0.2515 51.309 .007498 51.568 5.0317 28.194 0.2515 51.309 .007498 51.568 5.0317 28.194 0.0000 0.0000 0.0000 None
W2637 0.04966 0.3905 .001969 0.4422 8.6000 13.533 0.04966 0.3905 .001969 0.4422 8.6000 13.533 0.0000 0.0000 0.0000 None
L37 1.6935 135.14 0.05536 136.89 4.9334 18.708 1.6935 135.14 0.05536 136.89 4.9334 18.708 0.0000 0.0000 0.0000 None
L38 5.3767 146.79 0.3245 152.49 20.324 35.865 5.3767 146.79 0.3245 152.49 20.324 35.865 0.0000 0.0000 0.0000 None
L39 0.0000 77.648 0.6277 78.276 21.409 36.549 0.0000 77.648 0.6277 78.276 21.409 36.549 0.0000 0.0000 0.0000 None
L41 2.9565 99.059 2.4905 104.51 20.476 36.009 2.9565 99.059 2.4905 104.51 20.476 36.009 0.0000 0.0000 0.0000 None
4243 11.870 70.694 7.2473 89.811 14.948 40.689 11.870 70.694 7.2473 89.811 14.948 40.689 0.0000 0.0000 0.0000 None
4344 24.532 62.115 3.6018 90.249 15.900 38.691 24.532 62.115 3.6018 90.249 15.900 38.691 0.0000 0.0000 0.0000 None
6869 0.0000 119.78 2.2154 122.00 23.103 49.882 0.0000 119.78 2.2154 122.00 23.103 49.882 0.0000 0.0000 0.0000 None
4445 0.0000 220.23 0.0000 220.23 11.486 30.925 0.0000 220.23 0.0000 220.23 11.486 30.925 0.0000 0.0000 0.0000 None
4546 92.217 99.197 3.6238 195.04 8.8423 25.446 92.217 99.197 3.6238 195.04 8.8423 25.446 0.0000 0.0000 0.0000 None
4647 5.3275 279.10 9.5684 294.00 9.3120 22.801 5.3275 279.10 9.5684 294.00 9.3120 22.801 0.0000 0.0000 0.0000 None
4754 81.747 344.09 91.839 517.67 14.321 37.994 81.747 344.09 91.839 517.67 14.321 37.994 0.0000 0.0000 0.0000 None
4849 0.2737 34.560 0.2327 35.066 20.684 30.867 0.2737 34.560 0.2327 35.066 20.684 30.867 0.0000 0.0000 0.0000 None
4950 5.2737 54.670 6.2572 66.201 16.001 26.054 5.2737 54.670 6.2572 66.201 16.001 26.054 0.0000 0.0000 0.0000 None
5051 5.4357 93.259 5.8332 104.53 14.602 27.352 5.4357 93.259 5.8332 104.53 14.602 27.352 0.0000 0.0000 0.0000 None
5152 30.378 85.435 44.069 159.88 11.303 25.169 30.378 85.435 44.069 159.88 11.303 25.169 0.0000 0.0000 0.0000 None
5253 18.799 167.07 30.970 216.84 8.0971 23.006 18.799 167.07 30.970 216.84 8.0971 23.006 0.0000 0.0000 0.0000 None
5354 84.962 887.96 88.928 1061.8 2.0071 34.400 84.962 887.96 88.928 1061.8 2.0071 34.400 0.0000 0.0000 0.0000 None
5462 60.546 830.71 21.482 912.74 0.08757 40.898 60.546 830.71 21.482 912.74 0.08757 40.898 0.0000 0.0000 0.0000 None
5657 .31E-05 1.0701 .000026 1.0702 0.09826 29.904 .31E-05 1.0701 .000026 1.0702 0.09826 29.904 0.0000 0.0000 0.0000 None
5758 0.03746 6.2993 0.05195 6.3887 4.6789 20.361 0.03746 6.2993 0.05195 6.3887 4.6789 20.361 0.0000 0.0000 0.0000 None
5859 0.0000 2.8255 0.0000 2.8255 7.4944 12.287 0.0000 2.8255 0.0000 2.8255 7.4944 12.287 0.0000 0.0000 0.0000 None
5960 0.01459 3.8564 .005532 3.8766 7.7977 16.158 0.01459 3.8564 .005532 3.8766 7.7977 16.158 0.0000 0.0000 0.0000 None
6061 0.4754 28.958 0.4389 29.872 13.668 28.769 0.4754 28.958 0.4389 29.872 13.668 28.769 0.0000 0.0000 0.0000 None
6162 29.415 56.028 2.9348 88.377 0.06887 15.022 29.415 56.028 2.9348 88.377 0.06887 15.022 0.0000 0.0000 0.0000 None
6465 1.6356 187.38 7.6890 196.71 28.329 44.935 1.6356 187.38 7.6890 196.71 28.329 44.935 0.0000 0.0000 0.0000 None
6566 0.0000 211.65 109.42 321.06 5.2793 25.074 0.0000 211.65 109.42 321.06 5.2793 25.074 0.0000 0.0000 0.0000 None
6667 234.29 271.26 61.295 566.85 3.1175 44.669 234.29 271.26 61.295 566.85 3.1175 44.669 0.0000 0.0000 0.0000 None
L595 107.76 1032.9 25.862 1166.6 0.05816 51.344 107.76 1032.9 25.862 1166.6 0.05816 51.344 0.0000 0.0000 0.0000 None
5556ova .001001 2.1002 0.0000 2.1012 8.9130 11.845 .001001 2.1002 0.0000 2.1012 8.9130 11.845 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.7885 .25E-05 2.7885 9.1031 12.901 0.0000 2.7885 .25E-05 2.7885 9.1031 12.901 0.0000 0.0000 0.0000 None
6364ova .000019 1.5927 .000019 1.5928 0.09721 9.9028 .000019 1.5927 .000019 1.5928 0.09721 9.9028 0.0000 0.0000 0.0000 None
6264ova 4.3276 23.393 4.4406 32.162 25.142 48.617 4.3276 23.393 4.4406 32.162 25.142 48.617 0.0000 0.0000 0.0000 None
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 103.6239 102.3352 10.5000 11.7000 2.4911 2.4911 1.7000 1.1643 1.1643 0.8000 3.6554 3.6554
L2 102.3352 101.0960 11.0000 4.2000 1.7307 1.7307 2.7000 2.1904 2.1904 2.3000 3.9211 3.9211
L3 101.0960 100.4125 16.0000 7.4000 2.1579 2.1579 2.6000 2.7389 2.7389 3.3000 4.8968 4.8968
L4 100.4125 99.9496 16.0000 6.5000 1.6785 1.6785 1.3000 5.1128 5.1128 4.2000 6.7912 6.7912
L5 99.9496 99.5699 10.0000 11.5000 4.5213 4.5213 5.5000 2.0281 2.0281 2.4000 6.5493 6.5493
L6 99.5699 99.5826 10.2000 12.1000 5.0926 5.0926 2.6000 3.3402 3.3402 1.9000 8.4327 8.4327
L7 99.5826 99.5840 10.5000 11.9000 6.8886 6.8886 6.0000 7.0104 7.0104 5.1000 13.8990 13.8990
L8 99.5840 99.5843 10.0000 14.5000 8.2586 8.2586 7.6000 11.4886 11.4886 10.8000 19.7472 19.7472
L9 99.5843 99.4018 10.0000 27.5000 23.8688 23.8688 8.2000 3.0379 3.0379 2.2000 26.9067 26.9067
L10 98.8842 97.6262 10.0000 19.7000 9.4520 9.4520 7.2000 3.3275 3.3275 0.0000 12.7795 12.7795
L11 97.6262 97.6282 16.5000 12.9000 6.3766 6.3766 3.5000 8.6875 8.6875 5.4000 15.0641 15.0641
L12 97.6282 97.6290 16.5000 15.0000 8.3004 8.3004 6.0000 7.4287 7.4287 5.5000 15.7291 15.7291
L13 97.6290 97.6298 17.5000 12.5000 9.3929 9.3929 4.6000 9.8377 9.8377 5.5000 19.2307 19.2307
L14 97.6298 97.5283 10.0000 5.0000 0.4690 0.4690 0.6000 20.3152 20.3152 1.4000 20.7842 20.7842
L15 94.9306 94.6985 13.0000 6.5000 3.8752 3.8752 0.0000 10.1130 10.1130 6.5000 13.9883 13.9883
L24 94.6985 94.2106 20.0000 16.8000 11.5950 11.5950 11.2000 0.4662 0.4662 0.8000 12.0612 12.0612
L25 94.2106 93.8552 16.0000 4.7000 1.3269 1.3269 0.0000 10.3849 10.3849 7.9000 11.7118 11.7118
L26 93.8552 93.3206 15.0000 7.8000 1.9156 1.9156 2.6000 5.7653 5.7653 7.2000 7.6809 7.6809
L27 93.3206 93.2689 14.5000 13.7000 2.2866 2.2866 3.4000 7.6145 7.6145 5.1000 9.9011 9.9011
L28 120.8382 113.9281 134.0000 31.0000 3.9243 3.9243 11.0000 1.9243 1.9243 19.0000 5.8486 5.8486
L29 113.9281 105.9385 158.0000 28.5000 4.7173 4.7173 16.5000 1.7173 1.7173 19.5000 6.4346 6.4346
L30 105.9385 98.2462 150.0000 32.0000 6.4306 6.4306 12.0000 3.0765 3.0765 17.0000 9.5071 9.5071
L31 98.2462 95.8892 89.0000 30.0000 8.8131 8.8131 10.0000 15.8708 15.8708 19.0000 24.6838 24.6838
L32 95.8892 95.0009 21.0000 13.6000 5.5812 5.5812 4.3000 2.4552 2.4552 1.9000 8.0363 8.0363
L33 97.8818 97.3254 10.0000 13.8000 5.3081 5.3081 2.0000 4.0829 4.0829 3.0000 9.3910 9.3910
L34 95.0009 94.9163 17.5000 16.7000 14.8249 14.8249 12.7000 6.2629 6.2629 3.8000 21.0878 21.0878
L35 94.9163 93.6846 21.5000 11.0000 2.0587 2.0587 2.0000 18.8754 18.8754 18.4000 20.9341 20.9341
L36 93.6846 93.2860 18.0000 6.8000 1.7683 1.7683 1.1000 21.3940 21.3940 21.1000 23.1623 23.1623
W2637 93.8552 93.6619 10.0000 9.3000 0.7000 0.7000 0.0000 4.2330 4.2330 3.9000 4.9330 4.9330
L37 93.2860 93.2689 23.5000 11.3000 6.3666 6.3666 4.1000 7.4084 7.4084 6.8000 13.7750 13.7750
L38 93.2689 93.2059 14.0000 30.6000 10.2755 10.2755 5.1000 5.2650 5.2650 4.2000 15.5406 15.5406
L39 93.0847 93.2059 10.0000 30.7000 9.2908 9.2908 9.7000 5.8493 5.8493 4.8000 15.1402 15.1402
L41 93.0847 92.7042 54.5000 32.5000 12.0236 12.0236 10.3000 3.5087 3.5087 2.0000 15.5323 15.5323
4243 92.7042 91.7664 60.0000 31.0000 16.0518 16.0518 1.5000 9.6890 9.6890 5.0000 25.7408 25.7408
4344 91.7664 91.1414 50.0000 32.0000 16.0999 16.0999 2.0000 6.6905 6.6905 3.4000 22.7904 22.7904
6869 89.5921 89.4329 20.0000 36.0000 12.8966 12.8966 13.2000 13.8815 13.8815 5.8000 26.7781 26.7781
4445 91.1414 91.1099 33.0000 26.4000 14.9141 14.9141 21.8000 4.5247 4.5247 8.0000 19.4388 19.4388
4546 91.1099 91.0779 25.0000 22.1000 13.2577 13.2577 1.7000 3.3463 3.3463 2.0000 16.6040 16.6040
4647 91.0779 91.0617 20.0000 11.8000 2.4880 2.4880 0.6000 11.0006 11.0006 7.8000 13.4886 13.4886
4754 91.0617 91.0556 31.0000 28.6000 14.2790 14.2790 7.1000 9.3938 9.3938 1.4000 23.6728 23.6728
4849 91.0603 91.0573 12.0000 26.3000 5.6157 5.6157 4.6000 4.5666 4.5666 3.7000 10.1822 10.1822
4950 91.0573 91.0569 6.0000 21.5000 5.4995 5.4995 3.5000 4.5538 4.5538 2.2000 10.0533 10.0533
5051 91.0569 91.0559 19.0000 19.9000 5.2978 5.2978 3.1000 7.4520 7.4520 5.1000 12.7497 12.7497
5152 91.0559 91.0557 6.0000 17.8000 6.4968 6.4968 2.2000 7.3694 7.3694 1.8000 13.8662 13.8662
5253 91.0557 91.0555 20.0000 14.4000 6.3029 6.3029 2.8000 8.6057 8.6057 3.6000 14.9086 14.9086
5354 91.0555 91.0556 29.0000 30.3000 28.2929 28.2929 20.1000 4.0998 4.0998 0.0000 32.3926 32.3926
5462 91.0556 91.0549 12.0000 13.9000 13.8124 13.8124 2.9000 26.9981 26.9981 20.0000 40.8105 40.8105
5657 99.5456 99.2510 6.0000 29.9000 29.8017 29.8017 29.8000 0.0038 0.0038 0.0000 29.8056 29.8056
5758 99.2510 92.5997 50.0000 20.0000 15.3211 15.3211 15.0000 0.3611 0.3611 0.0000 15.6822 15.6822
5859 92.5997 91.7902 18.0000 8.4000 0.9056 0.9056 2.3000 3.8871 3.8871 5.5000 4.7927 4.7927
5960 91.7902 91.2830 17.0000 10.1000 2.3023 2.3023 2.0000 6.0580 6.0580 5.9000 8.3603 8.3603
6061 91.2830 91.0556 17.0000 25.0000 11.3323 11.3323 10.4000 3.7689 3.7689 1.5000 15.1012 15.1012
6162 91.0556 91.0549 30.0000 9.3000 9.2311 9.2311 1.3000 5.7217 5.7217 2.0000 14.9529 14.9529
6465 89.7951 89.7513 32.0000 40.4000 12.0712 12.0712 11.2000 4.5347 4.5347 2.0000 16.6059 16.6059
6566 89.7513 89.7274 35.0000 10.3000 5.0207 5.0207 5.7000 14.7738 14.7738 6.5000 19.7945 19.7945
6667 89.7274 89.7113 50.0000 30.2000 27.0825 27.0825 6.0000 14.4691 14.4691 3.0000 41.5516 41.5516
L595 91.0549 91.0547 6.0000 13.9000 13.8418 13.8418 2.9000 37.4437 37.4437 20.0000 51.2855 51.2855
5556ova 100.0146 99.5642 16.0000 9.2000 0.2870 0.2870 0.1000 2.6445 2.6445 3.7000 2.9316 2.9316
5663ova 99.5456 98.1450 83.0000 9.2000 0.0969 0.0969 0.1000 3.7010 3.7010 3.7000 3.7979 3.7979
6364ova 97.0629 89.9470 110.0000 9.9000 9.8028 9.8028 9.8000 0.0028 0.0028 0.0000 9.8056 9.8056
6264ova 91.0547 90.9955 10.0000 31.1000 5.9576 5.9576 0.0000 17.5168 17.5168 10.7000 23.4744 23.4744
6768ova 89.7113 89.6471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.1915 1924.5217 1.0140 6.6274 ## N1 102.8300 103.6239
L2 1.1860 1927.6513 0.9056 7.8389 ## N2 101.7100 102.3352
L3 1.1758 1929.9336 0.5780 33.0752 ## N3 100.3800 101.0960
L4 2.2537 3640.7872 0.6785 52.9339 ## N4 99.4600 100.4125
L5 2.2423 3649.0023 0.7359 29.6150 ## N5 99.0400 99.9496
L6 2.2602 3650.3803 0.5671 40.8648 ## N6 98.8600 99.5699
L7 2.2601 3649.4379 0.2112 114.2031 ## N7 98.3300 The text continues on section 5.