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e5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:58.
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 59.0000 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 2236 456 N55#2 2219 425 N56#1 1308 360
N56#2 2177 427 N58#1 1328 360 N58#2 2190 426
N59#1 1360 360 N59#2 2265 423 N61#1 1352 360
N61#2 2260 424 N1#1 1308 360 N1#2 2100 560
N4#1 1180 360 N4#2 2434 654 N8#1 1364 360
N8#2 2649 715 N13#1 1308 360 N13#2 2558 702
N25#1 1332 360 N25#2 2194 426 N28#1 1348 360
N28#2 2061 431 N29#1 1304 360 N29#2 2085 547
N30#1 1304 360 N30#2 2420 720 N31#1 1324 360
N31#2 2592 716 N32#1 1356 360 N32#2 1336 360
N33#1 1356 360 N33#2 2243 425 N36#1 1352 360
N36#2 2264 424 N42#1 1332 360 N42#2 2206 426
N44#1 1332 360 N44#2 2222 426 N45#1 1336 360
N45#2 2169 427 N47#1 871 189 N47#2 2144 428
N48#1 1240 360 N48#2 2070 430 N50#1 1300 360
N50#2 2282 422 N52#1 1360 360 N52#2 2236 424
N63#1 1344 360 N63#2 2243 425 N64#1 1312 360
N64#2 2186 426 N66#1 1308 360 N66#2 2177 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 59.0000 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) 2.424900E+04 59.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 4.998812E+00 0.012
Surface Runoff from Watersheds 2.355751E+04 57.318
Total Water remaining in Surface Storage 1.822855E+02 0.444
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......... 2.425846E+04 59.023
Total Precipitation + Initial Storage. 2.424900E+04 59.000
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............... -0.0390
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 2.355751E+04 57.318
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 2.355392E+04 57.309
Initial Storage + Inflow.................... 2.355751E+04 57.318
Final Storage + Outflow + Diverted GW....... 2.355392E+04 57.309
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0153
##################################################
# 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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 56.69188 56.86900 0.00000 56.79977 0.00000 56.82874
Total Losses (mm)...... 2.05153 2.04509 0.00000 2.04870 0.00000 2.04748
Remaining Depth (mm)... 0.25659 0.08592 0.00000 0.15153 0.00000 0.12378
Peak Runoff Rate (cms). 0.18157 0.22951 0.00000 0.07216 0.00000 0.15320
Total Impervious Area
---------------------
Total Runoff Depth (mm) 59.05892 59.10340 58.95155 59.06506 58.96451 59.07771
Peak Runoff Rate (cms). 0.00274 0.00029 0.08458 0.00010 0.17261 0.00020
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 59.05892 59.10340 58.95155 59.06506 58.96451 59.07771
Peak Runoff Rate (cms). 0.00274 0.00029 0.08458 0.00010 0.17261 0.00020
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) 56.71555 56.87123 58.95155 56.80204 58.96451 56.83099
Peak Runoff Rate (cms). 0.18431 0.22980 0.08458 0.07226 0.17261 0.15340
Unit Runoff (mm/hr).... 111.50564 136.75158 146.21118 124.90507 149.18533 129.50321
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.93518 0.00000 56.91610 0.00000 56.74022
Total Losses (mm)...... 0.00000 2.03600 0.00000 2.03992 0.00000 2.05049
Remaining Depth (mm)... 0.00000 0.02882 0.00000 0.04398 0.00000 0.20929
Peak Runoff Rate (cms). 0.00000 0.05427 0.00000 0.08086 0.00000 0.67386
Total Impervious Area
---------------------
Total Runoff Depth (mm) 59.01461 59.16506 59.00330 59.14671 58.95286 59.06972
Peak Runoff Rate (cms). 0.05338 0.00006 0.08755 0.00010 0.09283 0.10628
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 59.01461 59.16506 59.00330 59.14671 58.95286 59.06972
Peak Runoff Rate (cms). 0.05338 0.00006 0.08755 0.00010 0.09283 0.10628
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) 59.01461 56.93741 59.00330 56.91833 58.95286 56.97317
Peak Runoff Rate (cms). 0.05338 0.05433 0.08755 0.08095 0.09283 0.78014
Unit Runoff (mm/hr).... 161.48603 151.72145 158.91320 146.93259 146.50386 121.54290
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.85156 0.00000 56.88627 0.00000 56.83810
Total Losses (mm)...... 0.00000 2.04626 0.00000 2.04363 0.00000 2.04701
Remaining Depth (mm)... 0.00000 0.10218 0.00000 0.07010 0.00000 0.11489
Peak Runoff Rate (cms). 0.00000 0.40399 0.00000 0.11471 0.00000 0.31211
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.74420 59.03889 59.02272 59.02487 58.95024 59.02765
Peak Runoff Rate (cms). 0.21046 0.21373 0.02693 0.10930 0.28540 0.20986
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.74420 59.03889 59.02272 59.02487 58.95024 59.02765
Peak Runoff Rate (cms). 0.21046 0.21373 0.02693 0.10930 0.28540 0.20986
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.74420 57.50776 59.02272 57.84864 58.95024 57.60444
Peak Runoff Rate (cms). 0.21046 0.61772 0.02693 0.22401 0.28540 0.52197
Unit Runoff (mm/hr).... 114.02746 142.82377 162.95621 150.58810 145.91949 142.46283
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.83309 0.00000 56.51358 0.00000 56.78339
Total Losses (mm)...... 0.00000 2.04727 0.00000 2.05388 0.00000 2.04927
Remaining Depth (mm)... 0.00000 0.11964 0.00000 0.43254 0.00000 0.16734
Peak Runoff Rate (cms). 0.00000 0.40488 0.00000 0.75010 0.00000 0.68004
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.96518 59.08006 58.99517 59.01378 58.94495 59.07479
Peak Runoff Rate (cms). 0.46490 0.00053 0.05185 0.00131 0.09970 0.10219
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.96518 59.08006 58.99517 59.01378 58.94495 59.07479
Peak Runoff Rate (cms). 0.46490 0.00053 0.05185 0.00131 0.09970 0.10219
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.96518 56.83533 58.99517 56.51608 58.94495 57.01253
Peak Runoff Rate (cms). 0.46490 0.40541 0.05185 0.75141 0.09970 0.78223
Unit Runoff (mm/hr).... 149.34499 130.23480 156.86273 95.03999 144.76212 126.76393
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 52.83287 0.00000 56.82318 0.00000 56.93219
Total Losses (mm)...... 0.00000 2.05541 0.00000 2.04774 0.00000 2.03674
Remaining Depth (mm)... 0.00000 4.11171 0.00000 0.12908 0.00000 0.03107
Peak Runoff Rate (cms). 0.00000 0.34027 0.00000 0.62607 0.00000 0.20788
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.94495 58.98587 58.96130 59.02475 59.00793 0.00000
Peak Runoff Rate (cms). 0.15952 0.15234 0.40890 0.42816 0.22041 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.94495 58.98587 58.96130 59.02475 59.00793 0.00000
Peak Runoff Rate (cms). 0.15952 0.15234 0.40890 0.42816 0.22041 0.00624
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.94495 53.44817 58.96130 57.59373 59.00793 56.93219
Peak Runoff Rate (cms). 0.15952 0.49261 0.40890 1.05423 0.22041 0.20788
Unit Runoff (mm/hr).... 144.76212 49.94921 148.43147 140.69507 160.02139 150.92047
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.89526 0.00000 56.92205 0.00000 56.84399
Total Losses (mm)...... 0.00000 2.04271 0.00000 2.03888 0.00000 2.04670
Remaining Depth (mm)... 0.00000 0.06203 0.00000 0.03907 0.00000 0.10931
Peak Runoff Rate (cms). 0.00000 0.16037 0.00000 0.15106 0.00000 0.24354
Total Impervious Area
---------------------
Total Runoff Depth (mm) 59.00800 59.12581 59.00330 59.15285 58.96780 59.08637
Peak Runoff Rate (cms). 0.18076 0.00020 0.15760 0.00018 0.27680 0.00031
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 59.00800 59.12581 59.00330 59.15285 58.96780 59.08637
Peak Runoff Rate (cms). 0.18076 0.00020 0.15760 0.00018 0.27680 0.00031
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) 59.00800 56.89749 59.00330 56.92428 58.96780 56.84624
Peak Runoff Rate (cms). 0.18076 0.16056 0.15760 0.15124 0.27680 0.24386
Unit Runoff (mm/hr).... 160.03744 142.15884 158.91320 148.38376 149.96859 132.12080
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.86011 0.00000 56.78375 0.00000 56.73112
Total Losses (mm)...... 0.00000 2.04571 0.00000 2.04925 0.00000 2.05071
Remaining Depth (mm)... 0.00000 0.09417 0.00000 0.16699 0.00000 0.21817
Peak Runoff Rate (cms). 0.00000 0.11890 0.00000 0.12474 0.00000 0.13988
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.97126 59.09690 58.97881 59.05907 59.07416 59.04289
Peak Runoff Rate (cms). 0.12879 0.00015 0.05468 0.00017 0.00456 0.00020
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.97126 59.09690 58.97881 59.05907 59.07416 59.04289
Peak Runoff Rate (cms). 0.12879 0.00015 0.05468 0.00017 0.00456 0.00020
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.97126 56.86235 58.97881 56.78603 59.07416 56.73343
Peak Runoff Rate (cms). 0.12879 0.11905 0.05468 0.12491 0.00456 0.14009
Unit Runoff (mm/hr).... 150.80710 135.05351 152.67698 122.54673 165.60044 115.57189
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.56895 0.00000 56.97063 0.00000 56.90393
Total Losses (mm)...... 0.00000 2.05332 0.00000 2.02097 0.00000 2.04168
Remaining Depth (mm)... 0.00000 0.37773 0.00000 0.00840 0.00000 0.05439
Peak Runoff Rate (cms). 0.00000 0.46170 0.00000 0.02649 0.00000 0.07136
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.86925 59.01778 58.92679 59.13552 59.01672 59.13426
Peak Runoff Rate (cms). 0.61209 0.00077 0.42336 0.00003 0.07582 0.00009
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.86925 59.01778 58.92679 59.13552 59.01672 59.13426
Peak Runoff Rate (cms). 0.61209 0.00077 0.42336 0.00003 0.07582 0.00009
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.86925 56.57140 58.92679 56.97280 59.01672 56.90616
Peak Runoff Rate (cms). 0.61209 0.46248 0.42336 0.02652 0.07582 0.07145
Unit Runoff (mm/hr).... 130.70040 99.33740 140.99070 160.43962 161.90468 144.08735
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).... 59.00000 59.00000 59.00000 59.00000 59.00000 59.00000
Max Intensity (mm/hr).. 164.25600 164.25600 164.25600 164.25600 164.25600 164.25600
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.89110 0.00000 56.82643 0.00000 56.80409
Total Losses (mm)...... 0.00000 2.04315 0.00000 2.04759 0.00000 2.04853
Remaining Depth (mm)... 0.00000 0.06574 0.00000 0.12598 0.00000 0.14738
Peak Runoff Rate (cms). 0.00000 0.16713 0.00000 0.26642 0.00000 0.41106
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.99077 59.12193 58.95512 59.07650 58.94892 59.06681
Peak Runoff Rate (cms). 0.18018 0.00020 0.29969 0.00035 0.48141 0.00055
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.99077 59.12193 58.95512 59.07650 58.94892 59.06681
Peak Runoff Rate (cms). 0.18018 0.00020 0.29969 0.00035 0.48141 0.00055
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.99077 56.89333 58.95512 56.82868 58.94892 56.80635
Peak Runoff Rate (cms). 0.18018 0.16733 0.29969 0.26677 0.48141 0.41162
Unit Runoff (mm/hr).... 155.72985 141.26003 147.01175 129.11944 145.62875 125.56155
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
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| |
| |
| ##### |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
120.000 = ###### # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # ##### # |
80.000 = # # =
| # # |
| # ##### |
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
40.000 = # ##### =
| # # |
| # ###### |
##### # |
# # |
# ######### |
# # |
# ##### |
# # |
# # |
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 18.5211 46.3028 855.0000
N2 19.7449 49.3624 0.0000
N3 50.0000 50.0000 0.0000
N4 45.9097 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 38.5565 50.0000 0.0000
N12 27.3912 50.0000 0.0000
N13 47.0140 50.0000 0.0000
N14 37.3126 50.0000 0.0000
N15 7.8407 19.6019 0.0000
N24 24.4787 50.0000 0.0000
N25 37.4925 50.0000 0.0000
N26 30.2764 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 37.4987 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 39.0364 50.0000 0.0000
N35 32.7779 50.0000 0.0000
N36 50.0000 50.0000 0.0000
N37 27.2259 50.0000 0.0000
N38 32.2497 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 26.0446 50.0000 0.0000
N42 20.5693 50.0000 0.0000
N43 46.2704 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 40.9463 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 22.7327 50.0000 0.0000
N47 28.5654 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 39.5650 50.0000 0.0000
N52 32.1167 50.0000 0.0000
N53 17.8586 44.6465 0.0000
N54 35.8866 50.0000 0.0000
N55 0.8063 2.0158 19340.0000
N56 1.7679 4.4199 15.0000
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 50.0000 50.0000 0.0000
N62 37.3059 50.0000 0.0000
N63 0.5974 1.4934 1390.0000
N64 24.8192 50.0000 0.0000
N65 37.7658 50.0000 0.0000
N66 30.0188 50.0000 0.0000
N67 15.2705 38.1763 0.0000
N68 11.2259 28.0647 0.0000
D1 11.5357 28.8393 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 3.9219 3.9219 11.0058 0.0833 0.0054 0.0768 Normal Soln
L2 4.3232 4.3232 13.1342 0.0000 0.0054 0.0552 Normal Soln
L3 6.5400 6.5400 30.1575 0.0000 0.0066 0.0811 Normal Soln
L4 5.9841 5.9841 25.7402 0.0000 0.0085 0.2255 Normal Soln
L5 3.7200 3.7200 15.7443 0.0000 0.0071 0.2773 Normal Soln
L6 3.8951 3.8951 23.0137 0.0000 -0.0095 0.0748 Normal Soln
L7 3.6281 3.6281 50.0000 3.5000 0.0140 0.0483 Normal Soln
L8 3.0739 3.0739 50.0000 223.9167 0.0219 0.0746 Normal Soln
L9 5.9243 5.9243 23.4553 0.0000 0.0097 0.6826 Normal Soln
L10 4.1023 4.1023 29.2101 2.8333 0.0115 0.0161 Normal Soln
L11 6.1322 6.1322 50.0000 0.0000 0.0407 0.0477 Normal Soln
L12 5.2544 5.2544 50.0000 0.0000 0.0710 0.0567 Normal Soln
L13 5.7573 5.7573 50.0000 0.0000 0.0759 0.1089 Normal Soln
L14 4.4651 4.4651 15.4114 0.0000 0.0683 1.3813 Normal Soln
L15 5.3627 5.3627 24.4269 0.0000 0.0366 0.1221 Normal Soln
L24 8.1881 8.1881 28.6179 0.0000 0.0416 0.1079 Normal Soln
L25 5.7741 5.7741 25.2953 0.0000 0.0296 0.0668 Normal Soln
L26 4.7803 4.7803 15.2952 0.0000 0.0326 0.1637 Normal Soln
L27 4.8765 4.8765 17.7626 0.0000 0.0337 0.0156 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0044 0.0106 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0057 0.0273 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0083 0.0320 Normal Soln
L31 38.0433 38.0433 50.0000 0.0000 0.0153 0.0702 Normal Soln
L32 6.9126 6.9126 22.9808 0.0000 0.0099 0.5771 Normal Soln
L33 6.8768 6.8768 27.8695 0.0000 -0.0026 0.0572 Normal Soln
L34 6.8788 6.8788 50.0000 0.0000 0.0143 0.2431 Normal Soln
L35 9.4676 9.4676 30.1694 0.0000 0.0278 0.0436 Normal Soln
L36 6.2679 6.2679 12.4079 0.0000 0.0231 0.0111 Normal Soln
W2637 14.9460 14.9460 50.0000 0.0000 0.0001 0.0001 Normal Soln
L37 8.4056 8.4056 42.6203 0.0000 0.0150 0.0255 Normal Soln
L38 4.5260 4.5260 16.5423 0.0000 0.0340 0.6145 Normal Soln
L39 3.1560 3.1560 12.9572 0.0000 -0.0384 0.0567 Normal Soln
L41 17.0971 17.0971 50.0000 0.0000 0.0280 0.5126 Normal Soln
4243 21.9494 21.9494 50.0000 0.0000 0.0242 0.2234 Normal Soln
4344 17.8437 17.8437 50.0000 0.0000 0.0224 0.2014 Normal Soln
6869 6.0096 6.0096 39.1228 0.0000 0.0117 0.3127 Normal Soln
4445 10.7338 10.7338 50.0000 0.0000 -0.0443 0.1483 Normal Soln
4546 7.9971 7.9971 23.8894 0.0000 -0.3189 0.1376 Normal Soln
4647 5.7085 5.7085 19.9231 0.0000 0.0321 0.6495 Normal Soln
4754 9.7533 9.7533 36.6728 0.0000 0.0326 0.1867 Normal Soln
4849 5.5496 5.5496 14.8660 0.0000 0.0042 0.0315 Normal Soln
4950 2.8108 2.8108 10.9187 0.0000 0.0048 0.0272 Normal Soln
5051 8.4650 8.4650 22.2758 0.0000 0.0068 0.0478 Normal Soln
5152 2.5455 2.5455 7.6280 0.0000 -0.0096 0.0794 Normal Soln
5253 7.7739 7.7739 17.8942 0.0000 -0.0333 0.0744 Normal Soln
5354 8.8522 8.8522 50.0000 0.0000 -0.0270 0.0514 Normal Soln
5462 3.3080 3.3080 43.9847 0.0000 0.0457 0.1468 Normal Soln
5657 10.2496 10.2496 23.3621 0.0000 -0.0014 0.0008 Normal Soln
5758 47.9445 47.9445 50.0000 0.0000 0.0008 0.0006 Normal Soln
5859 10.6667 10.6667 27.7998 0.0000 0.0027 0.0333 Normal Soln
5960 10.9525 10.9525 26.7157 0.0000 0.0024 0.0314 Normal Soln
6061 10.9879 10.9879 50.0000 0.0000 0.0025 0.0159 Normal Soln
6162 9.8302 9.8302 22.5813 0.0000 0.0049 0.0136 Normal Soln
6465 10.2051 10.2051 34.7894 0.0000 0.0304 0.1465 Normal Soln
6566 10.4155 10.4155 49.3915 0.0000 -0.0397 0.2326 Normal Soln
6667 14.7043 14.7043 50.0000 0.0000 -0.0199 0.2825 Normal Soln
L595 1.6101 1.6101 42.5671 0.0000 0.0682 0.3467 Normal Soln
5556ova 7.5497 7.5497 12.2323 0.0000 0.0024 0.0491 Normal Soln
5556unda 3.0967 3.0967 8.2742 0.0000 -0.0081 1.9075 Normal Soln
5663ova 42.6190 42.6190 50.0000 0.0000 0.0018 0.0844 Normal Soln
5663und 15.1186 15.1186 38.5719 0.0000 0.0046 2.2791 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0022 0.0037 Normal Soln
6364und 14.7599 14.7599 28.2229 0.0000 0.0049 2.0576 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.1742 1.1742 2.7831 55.4167 0.0077 1.8734 Normal Soln
6768ova 4.8531 4.8531 11.0378 0.0000 0.0112 0.2943 Normal Soln
6768und 1.4958 1.4958 4.1980 74.2500 0.0053 1.4578 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................5663und
The conduit with the largest flow change in any
consecutive time step...................................4546
*===============================================*
* 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/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.08 / 87.76/ 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/ 0.12 / 88.75/ N65/ 0.15 / 88.23/
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/ 0.00*/ 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/ 0.02*/ 6667/ 0.02 / 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/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.39 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.20 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.11 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 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/ 0.34 /
6566/ 0.18 / 6667/ 0.04 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.30 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.37 / 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/ 10.77 / L8/ 16.94 / L9/ 2.02 /
L10/ 5.87 / L11/ 10.47 / L12/ 12.65 /
L13/ 13.25 / L14/ 0.48 / L15/ 4.26 /
L24/ 0.95 / L25/ 1.27 / L26/ 0.96 /
L27/ 1.42 / L28/ 0.20 / L29/ 0.47 /
L30/ 2.43 / L31/ 2.13 / L32/ 0.86 /
L33/ 0.07 / L34/ 4.30 / L35/ 0.73 /
L36/ 0.49 / W2637/ 0.01 / L37/ 1.70 /
L38/ 2.24 / L39/ 2.37 / L41/ 1.99 /
4243/ 1.52 / 4344/ 1.43 / 6869/ 2.52 /
4445/ 2.51 / 4546/ 0.73 / 4647/ 2.34 /
4754/ 1.45 / 4849/ 0.24 / 4950/ 0.53 /
5051/ 0.27 / 5152/ 0.53 / 5253/ 0.22 /
5354/ 1.36 / 5462/ 2.79 / 5657/ 0.16 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.42 / 6162/ 0.04 / 6465/ 0.91 /
6566/ 1.35 / 6667/ 4.20 / L595/ 3.73 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.04 /
5663und/ 0.15 / 6364ova/ 0.11 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.55 / 6768ova/ 0.12 /
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/ 0.06 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.08 / 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/ 0.13 / N65/ 0.15 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
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/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.24 / 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/ 10.25 / N65/ 10.77 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.71 / N2/ 0.56 / N3/ 0.64 /
N4/ 0.85 / N5/ 0.81 / N6/ 0.68 /
N7/ 1.22 / N8/ 1.75 / N9/ 2.18 /
N10/ 1.85 / N11/ 0.90 / N12/ 1.50 /
N13/ 2.10 / N14/ 2.65 / N15/ 0.40 /
N24/ 0.60 / N25/ 0.54 / N26/ 0.90 /
N27/ 0.51 / N28/ 0.28 / N29/ 0.36 /
N30/ 0.37 / N31/ 0.63 / N32/ 0.97 /
N33/ 0.34 / N34/ 0.86 / N35/ 0.89 /
N36/ 0.66 / N37/ 0.84 / N38/ 1.13 /
N39/ 1.09 / N41/ 1.06 / N42/ 1.09 /
N43/ 1.02 / N44/ 0.88 / N45/ 1.13 /
N69/ 1.46 / N46/ 1.44 / N47/ 1.44 /
N48/ 0.33 / N49/ 0.35 / N50/ 0.43 /
N51/ 0.68 / N52/ 0.82 / N53/ 1.22 /
N54/ 1.57 / N55/ 1.06 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.12 / N59/ 0.16 /
N60/ 0.10 / N61/ 0.42 / N62/ 1.83 /
N63/ 1.30 / N64/ 1.05 / N65/ 1.56 /
N66/ 1.85 / N67/ 2.01 / N68/ 1.46 /
D1/ 2.00 /
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/ 5.03 / L12/ 9.63 /
L13/ 11.82 / L14/ 0.03 / L15/ 0.31 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.28 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.08 / 6869/ 0.23 /
4445/ 0.17 / 4546/ 0.06 / 4647/ 0.19 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.21 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.07 /
6566/ 0.13 / 6667/ 0.67 / L595/ 0.28 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.66 / L6/ 18.88 /
L7/ 69.62 / L8/ 143.52 / L9/ 0.30 /
L10/ 26.15 / L11/ 83.07 / L12/ 158.93 /
L13/ 206.85 / L14/ 0.29 / L15/ 4.09 /
L24/ 0.78 / L25/ 1.01 / L26/ 0.86 /
L27/ 2.18 / L28/ 1.87 / L29/ 5.43 /
L30/ 27.40 / L31/ 11.75 / L32/ 1.17 /
L33/ 0.01 / L34/ 4.86 / L35/ 1.15 /
L36/ 0.60 / W2637/ 0.00 / L37/ 4.06 /
L38/ 3.34 / L39/ 3.66 / L41/ 7.47 /
4243/ 5.93 / 4344/ 4.25 / 6869/ 4.67 /
4445/ 5.68 / 4546/ 1.39 / 4647/ 3.74 /
4754/ 3.00 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.17 /
5354/ 3.31 / 5462/ 2.50 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.14 / 6162/ 0.05 / 6465/ 2.19 /
6566/ 4.67 / 6667/ 33.56 / L595/ 1.67 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 1.81 /
6264ova/ 0.00 / 6264und/ 0.56 / 6768ova/ 0.00 /
6768und/ 0.44 /
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/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
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/ 0.09 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.03 /
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/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.76/
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/ 88.75/ 88.23/
6566/ 88.23/ 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/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.78/ 88.75 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........ 17868
Total number of time steps during simulation.... 10730
Ratio of actual # of time steps / NTCYC......... 2.484
Average number of iterations per time step...... 1.665
Average time step size(seconds)................ 2.013
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.959
Average minimum implicit time step (sec)........ 2.665
Average minimum junction time step (sec)........ 2.665
Average Courant Factor Tf....................... 2.665
Number of times omega reduced................... 221
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.11 11944 1 8 0 0 0
N2 0 1.12 12048 2 6 0 0 0
N3 0 1.10 11806 0 8 0 0 0
N4 0 1.13 12175 0 7 0 0 0
N5 0 1.24 13316 0 12 1 0 0
N6 0 1.54 16530 0 10 2 0 0
N7 0 2.28 24492 0 10 4 0 0
N8 0 3.06 32818 119 18 43 0 0
N9 0 2.42 25941 0 14 12 0 0
N10 0 1.11 11887 0 7 0 0 0
N11 0 1.67 17933 0 31 1 1 0
N12 0 2.46 26351 1 28 3 1 0
N13 0 2.82 30302 0 15 1 0 0
N14 0 2.26 24206 6 10 1 0 0
N15 0 1.09 11718 0 7 0 0 0
N24 0 1.11 11889 1 14 1 0 0
N25 0 1.10 11830 0 6 0 0 0
N26 0 1.19 12752 0 10 1 0 0
N27 0 1.14 12181 0 6 0 0 0
N28 0 1.07 11487 0 5 0 0 0
N29 0 1.11 11961 0 13 1 0 0
N30 0 1.15 12293 0 14 1 0 0
N31 0 1.09 11714 0 15 2 0 0
N32 0 1.11 11952 0 7 0 0 0
N33 0 1.09 11741 0 7 0 0 0
N34 0 1.17 12531 1 6 0 0 0
N35 0 1.23 13224 0 7 0 0 0
N36 0 1.12 12061 0 6 0 0 0
N37 0 1.15 12362 0 7 0 0 0
N38 0 1.22 13094 0 19 1 0 0
N39 0 1.15 12388 0 9 0 0 0
N41 0 1.19 12802 1 9 0 0 0
N42 0 1.18 12712 2 18 1 0 0
N43 0 1.18 12652 0 6 0 0 0
N44 0 1.17 12554 0 6 0 0 0
N45 0 1.16 12437 0 6 0 0 0
N69 0 1.27 13635 2 8 0 0 0
N46 0 1.18 12644 0 6 0 0 0
N47 0 1.17 12564 0 6 0 0 0
N48 0 1.10 11775 0 7 0 0 0
N49 0 1.19 12726 0 6 0 0 0
N50 0 1.17 12562 0 6 0 0 0
N51 0 1.52 16344 0 6 0 0 0
N52 0 1.50 16121 0 13 2 0 0
N53 0 1.81 19370 1 6 0 0 0
N54 0 1.92 20573 0 6 0 0 0
N55 0 1.12 12066 2 9 0 0 0
N56 0 1.18 12681 1 10 1 0 0
N57 0 1.01 10859 0 4 0 0 0
N58 0 1.06 11343 0 30 1 1 0
N59 0 1.08 11615 0 7 0 0 0
N60 0 1.09 11684 0 6 0 0 0
N61 0 1.08 11555 0 5 0 0 0
N62 0 2.28 24474 0 9 0 0 0
N63 0 1.27 13631 1 19 1 0 0
N64 0 1.17 12593 0 18 1 0 0
N65 0 1.16 12409 0 6 0 0 0
N66 0 1.24 13316 0 6 0 0 0
N67 0 1.37 14660 0 8 0 0 0
N68 0 1.27 13607 0 6 0 0 0
D1 0 1.92 20590 80 9 0 0 0
Total number of iterations for all junctions.. 897481
Minimum number of possible iterations......... 654530
Efficiency of the simulation.................. 1.37
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.5381 0 25 0.0000 6.4619 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2659 0 25 0.0000 7.7341 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0162 0 25 0.0000 8.9838 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3104 0 25 0.0000 9.6896 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8488 0 25 0.0000 10.1512 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5373 0 26 0.0000 10.4627 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5461 0 26 0.0000 10.4539 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5471 0 26 0.0000 10.4529 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5473 0 25 0.0000 10.4527 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8536 0 26 0.0000 11.1464 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5989 0 25 0.0000 12.4011 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6003 0 26 0.0000 12.3997 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6006 0 25 0.0000 12.3994 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6012 0 25 0.0000 12.3988 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8588 0 26 0.0000 15.1412 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6338 0 26 0.0000 15.3662 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1339 0 26 0.0000 15.8661 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7464 0 26 0.0000 16.2536 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2496 0 26 0.0000 16.7504 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7835 0 26 0.0000 9.2165 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8628 0 26 0.0000 6.1372 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8666 0 30 0.0000 4.1334 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1301 0 29 0.0000 11.8699 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.7725 0 31 0.0000 14.2275 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8515 0 25 0.0000 12.1485 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9329 0 32 0.0000 15.0671 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8646 0 32 0.0000 15.1354 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6402 0 32 0.0000 16.3598 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.1519 0 29 0.0000 16.8481 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1332 0 29 0.0000 16.8668 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.0675 0 29 0.0000 16.9325 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.9427 0 29 0.0000 17.0573 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.5740 0 31 0.0000 17.4260 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.6711 0 32 0.0000 18.3289 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.8804 0 42 0.0000 19.1196 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.8315 0 43 0.0000 19.1685 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.1365 0 46 0.0000 20.8635 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.7786 0 45 0.0000 19.2214 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.7603 0 45 0.0000 9.2397 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9134 0 25 0.0000 8.0866 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.7583 0 45 0.0000 8.2417 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.7563 0 45 0.0000 8.2437 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.7536 0 45 0.0000 8.2464 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.7536 0 45 0.0000 8.2464 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.7532 0 45 0.0000 8.2468 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.7530 0 45 0.0000 8.2470 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9820 0 25 0.0000 10.0180 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5364 0 25 0.0000 10.4636 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2351 0 26 0.0000 10.7649 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5610 0 25 0.0000 6.4390 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7593 0 25 0.0000 7.2407 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2624 0 25 0.0000 7.7376 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9235 0 26 0.0000 8.0765 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.7525 0 45 0.0000 8.2475 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0478 0 25 0.0000 1.9522 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6797 0 45 0.0000 9.3203 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6436 0 45 0.0000 9.3564 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6273 0 45 0.0000 9.3727 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6176 0 46 0.0000 9.3824 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.2965 0 46 0.0000 9.7035 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.7524 0 45 0.0000 19.2476 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 0.8699 0 25 0.9543 0 25 0.0366 103.5380 102.2659 .3540 .2779
L2 31.3792 2.1255 2000.000 0.8656 0 25 0.8376 0 25 0.0276 102.2659 101.0162 .2779 .3181
L3 21.1637 1.3610 2000.000 0.8579 0 25 0.5307 0 25 0.0405 101.0162 100.3104 .3181 .4252
L4 14.8201 1.0611 2000.000 1.6552 0 25 0.6216 0 25 0.1117 100.3104 99.8488 .4252 .4044
L5 14.1212 0.8828 2000.000 1.6467 0 25 0.6352 0 25 0.1166 99.8488 99.5373 .4044 .3387
L6 107.6004 6.2310 2000.000 1.6495 0 25 0.4434 0 25 0.0153 99.5373 99.5461 .3386 .6080
L7 212.9831 7.4760 2500.000 1.6439 0 25 0.1610 0 25 0.0077 99.5461 99.5471 .4864 .6988
L8 226.7844 7.2108 2500.000 1.8545 0 25 0.0940 0 25 0.0082 99.5471 99.5473 .6988 .8709
L9 5.4768 0.2939 750.0000 1.8371 0 26 0.4270 0 26 0.3354 99.5473 99.3831 .4364 .2307
L10 230.8083 6.4942 2000.000 1.8353 0 26 0.3423 0 26 0.0080 98.8536 97.5989 .0768 .4494
L11 134.5580 5.4457 2000.000 1.8474 0 26 0.2048 0 26 0.0137 97.5989 97.6003 .4494 .7502
L12 167.9513 6.1279 2500.000 1.8561 0 26 0.1314 0 26 0.0111 97.6003 97.6006 .6001 .8402
L13 106.1819 4.1036 2750.000 2.5435 0 25 0.1506 0 25 0.0240 97.6006 97.6012 .7639 .9641
L14 3.7006 0.2681 800.0000 2.5336 0 25 0.6489 0 25 0.6846 97.6012 97.5239 .5764 .4924
L15 41.4767 1.7786 1500.000 2.5316 0 26 0.5322 0 25 0.0610 94.8588 94.6338 .2659 .4026
L24 46.8109 1.7908 2000.000 2.5202 0 26 0.6989 0 26 0.0538 94.6338 94.1339 .3019 .2720
L25 97.5504 2.8633 2500.000 3.2608 0 26 0.6325 0 25 0.0334 94.1339 93.7464 .2176 .3586
L26 39.8090 1.2386 3000.000 3.2542 0 26 0.9814 0 26 0.0817 93.7464 93.2496 .2988 .1699
L27 416.5903 6.9969 3500.000 3.2529 0 26 0.8164 0 25 0.0078 93.2496 93.1332 .1456 .3238
L28 142.9406 2.4129 2000.000 0.7577 0 26 0.6525 0 32 0.0053 120.7835 113.8628 .1417 .1814
L29 111.2914 2.2238 2000.000 1.5029 0 28 0.9350 0 28 0.0135 113.8628 105.8666 .1814 .1833
L30 121.4510 2.4983 2000.000 1.9505 0 30 0.6957 0 31 0.0161 105.8666 98.1301 .1833 .3151
L31 81.3908 1.8198 2000.000 2.8624 0 29 0.5469 0 24 0.0352 98.1301 95.7725 .3151 .4862
L32 10.6189 1.0497 1500.000 3.0422 0 32 0.9160 0 32 0.2865 95.7725 94.9329 .6483 .5752
L33 13.2107 0.8025 900.0000 0.3346 0 25 0.3588 0 25 0.0253 97.8515 97.3034 .3795 .2038
L34 27.1462 0.7567 2000.000 3.2109 0 32 0.3177 0 30 0.1183 94.9329 94.8646 .4314 .4473
L35 151.1332 2.3985 2800.000 3.2164 0 32 0.7133 0 32 0.0213 94.8646 93.6402 .3195 .2358
L36 604.2278 7.2058 3400.000 3.3487 0 32 1.4514 0 18 0.0055 93.6402 93.1519 .1942 .2476
W2637 41.0450 1.2356 2000.000 0.0014 0 26 0.0428 0 26 0.0000 93.7464 93.6210 .0132 .0005
L37 268.7941 4.1638 3600.000 3.4066 0 32 0.5514 0 39 0.0127 93.1519 93.1332 .2338 .3148
L38 20.3679 0.8611 2000.000 6.2445 0 28 0.8463 0 26 0.3066 93.1332 93.0675 .5666 .5437
L39 220.6626 2.1612 4000.000 -6.2289 0 28 -0.7718 0 27 -0.0282 93.0675 92.9427 .2219 .2407
L41 24.3580 0.8853 2000.000 6.1942 0 29 0.6079 0 28 0.2543 92.9427 92.5740 .5313 .5470
4243 57.3946 1.4914 2000.000 6.4148 0 31 0.6957 0 27 0.1118 92.5740 91.6711 .5470 .5105
4344 63.4676 1.7564 2000.000 6.3960 0 32 0.8128 0 32 0.1008 91.6711 90.8804 .5105 .4402
6869 43.1813 0.6276 2800.000 6.7369 0 46 0.5112 0 46 0.1560 89.2965 89.1365 .5202 .5202
4445 86.8567 1.9041 2500.000 6.4460 0 32 0.5872 0 32 0.0742 90.8804 90.8315 .3522 .4526
4546 96.3889 3.0307 2500.000 6.4664 0 32 1.0507 0 20 0.0671 90.8315 90.7786 .4526 .5754
4647 19.5453 0.7456 2500.000 6.2340 0 32 1.0039 0 26 0.3190 90.7786 90.7603 .5754 .5761
4754 69.8137 1.6227 2500.000 5.9465 0 32 0.8455 0 25 0.0852 90.7603 90.7530 .5761 .6292
4849 68.7768 2.2981 2000.000 1.0724 0 25 0.8078 0 25 0.0156 90.9134 90.7583 .1667 .1741
4950 88.3261 2.2234 2360.000 1.0632 0 25 0.5496 0 24 0.0120 90.7583 90.7563 .1476 .1806
5051 69.6722 2.5632 2000.000 1.4785 0 25 0.8534 0 25 0.0212 90.7563 90.7536 .2132 .3418
5152 86.0599 3.2001 2000.000 1.5403 0 25 0.7866 0 26 0.0179 90.7536 90.7536 .3418 .4118
5253 70.2593 2.7867 2000.000 1.7617 0 25 1.1181 0 24 0.0251 90.7536 90.7532 .4118 .6116
5354 215.9379 3.0206 2500.000 1.2908 0 23 0.4004 0 16 0.0060 90.7532 90.7530 .4893 .5972
5462 217.9611 2.6925 2500.000 5.8888 0 43 0.2729 2 30 0.0270 90.7530 90.7525 .5972 .7330
5657 69.9273 5.9238 Section 4
400.0000 0.0265 0 25 0.2574 0 25 0.0004 99.5364 99.2351 .0159 .0128
5758 51.4571 6.0705 500.0000 0.0149 0 26 0.0179 0 26 0.0003 99.2351 92.5610 .0102 .2419
5859 18.9395 2.2745 1000.000 0.3141 0 25 0.6475 0 26 0.0166 92.5610 91.7593 .1210 .1593
5960 27.1929 2.5298 1000.000 0.4178 0 25 0.6364 0 25 0.0154 91.7593 91.2624 .1593 .1024
6061 52.8129 3.1658 1000.000 0.4159 0 25 0.2624 0 0 0.0079 91.2624 90.9235 .1024 .4235
6162 84.2671 4.7255 2000.000 0.5413 0 25 1.3288 0 15 0.0064 90.9235 90.7525 .2118 .9162
6465 90.4168 2.4565 2400.000 6.5158 0 42 0.9198 0 14 0.0721 89.6797 89.6436 .4374 .6515
6566 57.6108 1.7304 2400.000 6.4936 0 45 0.7086 0 17 0.1127 89.6436 89.6273 .6515 .7697
6667 54.3218 0.8545 2400.000 6.7513 0 45 0.2598 0 11 0.1243 89.6273 89.6176 .7697 .8365
L595 217.9611 2.6925 2500.000 6.0670 0 44 0.1915 0 0 0.0278 90.7524 90.7524 .7330 .8010
5556ova 8.0165 3.7039 500.0000 0.1967 0 25 1.3080 0 25 0.0245 99.9820 99.5364 .2640 .2727
5556unda 0.2730 2.4721 375.0000 0.2161 0 25 1.9337 0 25 0.7914 99.9820 99.5364 2.832 2.843
5663ova 7.0634 3.0050 500.0000 0.2980 0 25 1.1070 0 25 0.0422 99.5364 98.1358 .2727 .2715
5663und 0.2114 1.9145 375.0000 0.2347 0 25 2.1518 0 25 1.1101 99.5364 97.3421 3.030 .9124
6364ova 109.2892 6.1392 1800.000 0.2032 0 26 0.5611 0 26 0.0019 97.0478 89.9238 .0266 .0132
6364und 0.6735 4.2350 450.0000 0.6252 0 22 3.8975 0 22 0.9282 97.0478 89.6797 2.884 2.332
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6797 89.6797 .0000 .0000
6264und 3.2349 3.4667 1090.000 3.0095 0 45 3.2339 0 45 0.9303 90.7524 89.6797 1.837 .9630
6768ova 22.4678 1.2234 600.0000 3.3066 0 46 0.9060 0 46 0.1472 89.6176 89.5549 .3626 .2914
6768und 3.2349 3.4667 1090.000 2.0389 0 34 2.1443 0 33 0.6303 89.6176 89.2965 1.520 1.336
FREE # 1 Undefnd Undefnd Undefn 6.7369 0 46
*==================================================*
| 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 0.2715 0.9117 0.6027
L2 0.0000 360.0000 0.0000 0.0000 0.2799 1.0349 0.4983
L3 0.0000 360.0000 0.0000 0.0000 0.3466 1.6184 0.3940
L4 0.0000 360.0000 0.0000 0.0000 0.4099 2.6656 0.5148
L5 0.0000 360.0000 0.0000 0.0000 0.4095 2.5927 0.4717
L6 0.0000 360.0000 0.0000 0.0000 0.4290 3.7263 0.4193
L7 0.0000 360.0000 0.0000 0.0000 0.7206 10.2200 0.2384
L8 0.0000 360.0000 0.0000 0.0000 0.9870 19.7604 0.1841
L9 0.0000 0.0000 0.0000 360.0000 0.1595 4.3019 0.1066
L10 0.0000 360.0000 0.0000 0.0000 0.3667 5.3624 0.1801
L11 0.0000 360.0000 0.0000 0.0000 0.5843 9.0288 0.2455
L12 0.0000 360.0000 0.0000 0.0000 0.8755 14.1394 0.2364
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.8951 0.3578
L14 0.0000 0.0000 0.0000 360.0000 0.2312 3.9048 0.2774
L15 0.0000 360.0000 0.0000 0.0000 0.3571 4.7735 0.2659
L24 0.0000 360.0000 0.0000 0.0000 0.2993 3.6076 0.4008
L25 0.0000 360.0000 0.0000 0.0000 0.4434 5.1622 0.4549
L26 0.0000 360.0000 0.0000 0.0000 0.4390 3.3183 0.6894
L27 0.0000 360.0000 0.0000 0.0000 0.4169 4.0953 0.6570
L28 0.0000 360.0000 0.0000 0.0000 0.2179 1.1633 0.2105
L29 0.0000 360.0000 0.0000 0.0000 0.2678 1.6077 0.3370
L30 0.0000 360.0000 0.0000 0.0000 0.3296 2.8055 0.3464
L31 0.0000 360.0000 0.0000 0.0000 0.3500 5.6581 0.4149
L32 0.0000 360.0000 0.0000 0.0000 0.4416 3.3210 0.8385
L33 0.0000 0.0000 0.0000 360.0000 0.1128 0.9324 0.0942
L34 0.0000 360.0000 0.0000 0.0000 0.5015 10.1260 0.2787
L35 0.0000 360.0000 0.0000 0.0000 0.2431 4.5141 0.5520
L36 0.0000 360.0000 0.0000 0.0000 0.2154 4.0338 0.7145
W2637 355.9444 0.0000 0.0000 4.0556 0.0075 0.0333 0.0006
L37 0.0000 360.0000 0.0000 0.0000 0.5152 6.6208 0.5190
L38 0.0000 360.0000 0.0000 0.0000 0.5106 7.4579 0.9317
L39 0.0000 121.9167 238.0833 0.0000 0.5685 8.1310 0.7091
L41 0.0000 360.0000 0.0000 0.0000 0.6563 10.2574 0.6509
4243 0.0000 360.0000 0.0000 0.0000 0.4235 9.3601 0.7244
4344 1.2917 358.7083 0.0000 0.0000 0.3960 7.8944 0.7568
6869 10.7500 349.2500 0.0000 0.0000 0.7938 13.1784 0.7446
4445 0.2083 359.7917 0.0000 0.0000 0.6607 12.0316 0.5542
4546 0.2083 359.7917 0.0000 0.0000 0.5983 9.3902 1.0290
4647 1.2083 358.7917 0.0000 0.0000 0.8102 10.0759 1.0136
4754 0.2083 359.7917 0.0000 0.0000 0.8267 17.2635 0.6579
4849 0.2083 359.7917 0.0000 0.0000 0.1852 1.3289 0.2594
4950 0.8750 359.1250 0.0000 0.0000 0.2863 2.3019 0.1864
5051 0.2083 359.7917 0.0000 0.0000 0.3448 3.6997 0.2893
5152 1.0417 358.9583 0.0000 0.0000 0.5040 5.8862 0.2722
5253 0.2083 359.7917 0.0000 0.0000 0.6077 7.7192 0.4203
5354 1.0417 355.0833 0.0000 3.8750 1.0631 32.9382 0.0737
5462 4.8750 355.1250 0.0000 0.0000 1.2241 43.4506 0.2285
5657 356.7639 3.2361 0.0000 0.0000 0.0035 0.1032 0.0013
5758 277.8611 82.1389 0.0000 0.0000 0.0524 0.8370 0.0011
5859 0.2083 359.7917 0.0000 0.0000 0.1096 0.4879 0.0902
5960 0.2083 359.7917 0.0000 0.0000 0.0826 0.6565 0.0832
6061 0.9583 359.0417 0.0000 0.0000 0.1667 2.6369 0.0415
6162 0.2083 359.7917 0.0000 0.0000 0.4916 7.0084 0.4634
6465 0.2083 359.7917 0.0000 0.0000 0.5986 10.0583 0.9518
6566 1.4583 358.5417 0.0000 0.0000 0.8591 17.8499 0.6526
6667 0.2083 359.7917 0.0000 0.0000 1.0574 41.8828 0.3107
L595 0.8750 359.1250 0.0000 0.0000 1.3110 52.9369 0.2201
5556ova 335.5833 24.4167 0.0000 0.0000 0.0647 0.1506 0.1750
5556unda 0.2083 51.3125 0.0000 308.4792 0.1095 0.1136 2.0574
5663ova 329.5042 0.0000 0.0000 30.4958 0.0704 0.2694 0.1505
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1091 1.5907
6364ova 350.2396 0.0000 0.0000 9.7604 0.0365 0.3628 0.0200
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1638 4.2793
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 0.6667 359.3333 0.0000 0.0000 0.3297 0.9307 4.9342
6768ova 314.4792 0.0000 0.0000 45.5208 0.1350 3.6501 0.1777
6768und 10.6667 349.3333 0.0000 0.0000 0.3315 0.9577 2.9823
*===========================================*
| 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 0.0678 1463.5479 0.0011 1.0000 0.3142 0.0795 0.1398 12.4066
L2 0.0679 1466.0034 0.0011 1.0000 0.2675 0.0782 0.1644 12.4066
L3 0.0680 1467.9689 0.0012 1.0000 0.1687 0.0974 0.2555 12.4066
L4 0.1284 2773.5750 0.0019 1.0000 0.0937 0.1344 0.4780 12.4066
L5 0.1287 2780.3852 0.0025 1.0000 0.0526 0.2311 0.9399 12.4066
L6 0.1288 2781.6942 0.0047 1.0000 0.0261 0.3320 2.3135 2.9086
L7 0.1288 2781.0483 0.0066 1.0000 0.0065 0.6109 7.5442 2.8951
L8 0.1446 3123.5073 0.0103 1.0000 0.0030 0.8619 15.7489 2.8949
L9 0.1448 3126.6153 0.0021 1.0000 0.2380 0.0445 0.8064 6.2033
L10 0.1449 3128.9223 0.0021 1.0000 0.0553 0.2552 3.6063 6.4170
L11 0.1444 3118.7331 0.0042 1.0000 0.0094 0.4915 6.6792 2.8998
L12 0.1433 3095.7841 0.0053 1.0000 0.0045 0.7822 11.5303 2.8975
L13 0.1969 4253.0857 0.0074 1.0000 0.0043 0.8539 13.9068 2.9002
L14 0.1963 4240.6706 0.0031 1.0000 0.2364 0.1118 0.7753 6.2033
L15 0.1967 4248.2161 0.0023 1.0000 0.1112 0.1160 1.2016 8.2961
L24 0.1969 4252.7688 0.0027 1.0000 0.2297 0.0820 0.6265 8.2711
L25 0.2584 5581.5113 0.0034 1.0000 0.1741 0.1181 0.9684 8.2905
L26 0.2592 5598.0414 0.0035 1.0000 0.2539 0.1260 0.6547 8.2711
L27 0.2596 5608.3882 0.0033 1.0000 0.1460 0.1524 1.0032 4.1355
L28 0.0788 1701.8503 0.0009 1.0000 0.3515 0.0614 0.2470 8.2711
L29 0.1473 3182.4041 0.0016 1.0000 0.2939 0.0811 0.3912 8.2711
L30 0.2497 5394.2617 0.0022 1.0000 0.2417 0.1398 0.8739 8.2711
L31 0.3527 7618.3061 0.0033 1.0000 0.1578 0.1595 1.3480 8.2711
L32 0.3825 8262.3913 0.0034 1.0000 0.2659 0.1822 0.8414 10.3389
L33 0.0221 476.6490 0.0005 1.0000 0.3504 0.0291 0.1138 12.4066
L34 0.4060 8770.1517 0.0036 1.0000 0.0628 0.2216 3.2083 10.3389
L35 0.4071 8792.5874 0.0035 1.0000 0.3133 0.1336 1.0262 10.3389
L36 0.4272 9226.7152 0.0036 1.0000 0.5798 0.1065 0.6745 3.7220
W2637 0.0000 0.1982 0.0000 0.0165 0.0077 0.0001 0.0004 0.1000
L37 0.4284 9253.0206 0.0037 1.0000 0.1716 0.1858 1.5255 3.7220
L38 0.6902 14908.381 0.0068 1.0000 0.1581 0.2198 1.7187 3.7220
L39 -0.6911 -14928.54 0.0068 1.0000 0.0000 0.2053 2.0867 8.2711
L41 0.6958 15028.553 0.0068 1.0000 0.1537 0.2227 2.4618 8.2711
4243 0.7396 15976.142 0.0069 0.9993 0.2237 0.1823 1.9556 5.1447
4344 0.7451 16094.135 0.0066 0.9968 0.2713 0.1681 1.7773 0.0730
6869 1.1522 24887.653 0.0077 0.9758 0.1233 0.3552 4.1923 0.1487
4445 0.7652 16527.243 0.0067 0.9993 0.1381 0.2266 3.3353 4.6820
4546 0.7817 16885.586 0.0070 0.9993 0.3303 0.2135 1.9668 3.2155
4647 0.7831 16915.542 0.0061 0.9970 0.1438 0.2885 2.4878 0.0503
4754 0.7966 17206.359 0.0059 0.9993 0.2684 0.2457 3.5347 3.3443
4849 0.0906 1958.0325 0.0013 0.9993 0.3626 0.0510 0.2653 3.3443
4950 0.0908 1960.3999 0.0014 0.9977 0.1575 0.0728 0.5174 0.9211
5051 0.1223 2641.9645 0.0019 0.9993 0.3858 0.0749 0.6257 3.3443
5152 0.1222 2639.1813 0.0033 0.9975 0.1562 0.1176 1.0751 0.9210
5253 0.1318 2846.4869 0.0027 0.9993 0.5431 0.1330 1.3469 3.3443
5354 0.1330 2872.7675 0.0053 0.9974 0.0704 0.2454 6.8843 0.0507
5462 0.9307 20104.033 0.0137 0.9888 0.2081 0.3339 10.1923 0.0805
5657 0.0001 2.3964 0.0000 0.0122 0.0157 0.0001 0.0015 0.0200
5758 0.0001 2.5659 0.0000 0.3676 0.0021 0.0097 0.1509 0.0350
5859 0.0254 547.8181 0.0005 0.9993 0.3569 0.0238 0.0919 4.0132
5960 0.0322 695.1825 0.0005 0.9993 0.4054 0.0182 0.1070 3.3443
6061 0.0323 698.6155 0.0005 0.9975 0.0869 0.0424 0.5479 0.9209
6162 0.0445 960.8609 0.0007 0.9993 0.1988 0.1264 1.3586 3.2155
6465 1.0821 23373.534 0.0078 0.9993 0.2906 0.2495 2.8958 3.3443
6566 1.0824 23380.243 0.0079 0.9966 0.1485 0.3505 5.3080 0.0600
6667 1.1491 24819.816 0.0084 0.9993 0.0447 0.4540 13.4814 5.3510
L595 0.9744 21047.389 0.0341 0.9977 0.1091 0.4154 13.5813 2.5495
5556ova 0.0049 104.9592 0.0002 0.1021 0.0823 0.0048 0.0081 0.0202
5556unda 0.0270 582.1876 0.0003 0.9993 1.4157 0.0354 0.0252 0.9003
5663ova 0.0103 222.8304 0.0003 0.1339 0.1156 0.0059 0.0174 0.0202
5663und 0.0329 710.7577 0.0003 0.9993 1.2092 0.0411 0.0283 0.9003
6364ova 0.0030 64.0961 0.0002 0.0396 0.0508 0.0009 0.0093 0.0500
6364und 0.0630 1361.1614 0.0009 0.9993 1.1460 0.0643 0.0606 0.9364
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.9744 21046.159 0.0034 0.9985 0.6074 0.1775 0.3791 0.9003
6768ova 0.2487 5372.5994 0.0025 0.2307 0.1558 0.0236 0.5752 0.0200
6768und 0.9028 19501.544 0.0032 0.9759 0.5792 0.1752 0.4266 0.0140
FREE # 1 1.1523 24889.569
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 0.8635 0.0000 1.2237 0.5027 0.6540 103.5362 102.2633 Max Flow
L2 0.8541 0.0000 0.9502 0.4410 0.5525 102.2630 101.0109 Max Flow
L3 0.8387 0.0000 0.4089 0.4372 0.6300 101.0106 100.3074 Max Flow
L4 1.6344 0.0000 0.4582 0.5130 0.8390 100.3070 99.8416 Max Flow
L5 1.6055 0.0000 0.2938 0.4286 0.8263 99.8412 99.5340 Max Flow
L6 1.6020 0.0000 0.0086 0.5086 0.4364 99.5339 99.5419 Max Flow
L7 1.5867 0.0000 0.0005 0.4677 0.3981 99.5418 99.5428 Max Flow
L8 1.8103 0.0000 0.0001 0.4730 0.4104 99.5427 99.5429 Max Flow
L9 1.7564 0.0000 0.1477 0.1704 0.4536 99.5428 99.3804 Max Flow
L10 1.7488 0.0000 0.0267 0.1731 0.1472 98.8493 97.5967 Max Flow
L11 1.7284 0.0000 0.0018 0.4320 0.4008 97.5965 97.5977 Max Flow
L12 1.7026 0.0000 0.0004 0.4962 0.4443 97.5976 97.5979 Max Flow
L13 2.4766 0.0000 0.0007 0.6997 0.6506 97.5979 97.5981 Max Flow
L14 2.4309 0.0000 0.0621 0.3934 0.5426 97.5981 97.5234 Max Flow
L15 2.4027 0.0000 0.1850 0.2353 0.3868 94.8476 94.6169 Max Flow
L24 2.3388 0.0000 0.4789 0.4023 0.5721 94.6165 94.1258 Max Flow
L25 3.1422 0.0000 0.2146 0.4090 0.5335 94.1257 93.7264 Max Flow
L26 3.0595 0.0000 0.4282 0.4916 0.9698 93.7258 93.2345 Max Flow
L27 3.0297 0.0000 0.0836 0.5180 0.4894 93.2344 93.0672 Max Flow
L28 0.7201 0.0000 4.4544 0.1953 0.2741 120.7762 113.8492 Max Flow
L29 1.4747 0.0000 7.9888 0.2563 0.3553 113.8494 105.8663 Max Flow
L30 1.9475 0.0000 3.2169 0.2656 0.3648 105.8663 98.1301 Max Flow
L31 2.8619 0.0000 0.9351 0.4447 0.6296 98.1301 95.7691 Max Flow
L32 3.0013 0.0000 0.8153 0.6567 0.9394 95.7690 94.9282 Max Flow
L33 0.3325 0.0000 0.5316 0.1830 0.3028 97.8509 97.3030 Max Flow
L34 3.1825 0.0000 0.0697 0.3525 0.8085 94.9281 94.8590 Max Flow
L35 3.1681 0.0000 1.1763 0.6953 0.8107 94.8614 93.6375 Max Flow
L36 3.3210 0.0000 0.2497 0.6626 0.6598 93.6376 93.1178 Max Flow
W2637 0.0001 0.0000 0.1059 0.0001 0.0004 93.7258 93.6201 Max Flow
L37 3.3729 0.0000 0.0389 0.5330 0.6331 93.1179 93.0935 Max Flow
L38 6.1582 0.0000 0.0593 0.7628 1.3320 93.1309 93.0662 Max Flow
L39 -0.0184 0.0000 -0.0092 0.0056 0.0179 92.1856 92.1948 Max Flow
L41 6.1877 0.0000 0.3748 0.6175 1.0599 92.9425 92.5694 Max Flow
4243 6.3444 0.0000 0.8909 0.7182 1.0701 92.5692 91.6613 Max Flow
4344 6.3142 0.0000 0.7781 0.6903 0.9804 91.6637 90.8554 Max Flow
6869 6.7108 0.0000 0.1600 0.6568 1.4541 89.2942 89.1341 Max Flow
4445 6.3536 0.0000 0.0946 0.5011 0.7427 90.8553 90.7710 Max Flow
4546 6.3421 0.0000 0.1581 0.8610 1.0392 90.7708 90.6371 Max Flow
4647 6.1299 0.0000 0.0430 0.6938 1.5182 90.6366 90.5934 Max Flow
4754 5.8935 0.0000 0.0214 0.6356 0.9272 90.5927 90.5758 Max Flow
4849 1.0615 0.0000 0.1862 0.2523 0.3268 90.9122 90.7169 Max Flow
4950 1.0453 0.0000 0.0289 0.1897 0.2546 90.7166 90.6935 Max Flow
5051 1.4580 0.0000 0.2862 0.2782 0.3493 90.6931 90.3933 Max Flow
5152 1.4946 0.0000 0.0400 0.2291 0.2696 90.3937 90.3675 Max Flow
5253 1.6959 0.0000 0.4880 0.3384 0.3920 90.3676 89.8304 Max Flow
5354 0.9883 0.0000 0.0041 0.0779 0.1348 89.8304 89.8291 Max Flow
5462 5.8489 0.0000 0.0012 0.2396 0.3419 90.7102 90.7094 Max Flow
5657 0.0128 0.0000 0.2965 0.0019 0.0011 99.5352 99.2309 Max Flow
5758 0.0020 0.0000 0.0000 0.0005 0.0003 99.2315 92.5470 Max Flow
5859 0.3115 0.0000 0.5078 0.1024 0.1204 92.5604 91.7591 Max Flow
5960 0.4157 0.0000 0.4791 0.1176 0.1365 91.7590 91.2618 Max Flow
6061 0.4101 0.0000 0.0120 0.0905 0.1000 91.2618 90.9147 Max Flow
6162 0.5339 0.0000 0.0882 0.4155 0.4134 90.9144 89.8248 Max Flow
6465 6.5055 0.0000 0.0664 0.8717 0.9566 89.6796 89.6433 Max Flow
6566 6.4935 0.0000 0.0204 0.9101 1.1454 89.6433 89.6268 Max Flow
6667 6.7495 0.0000 0.0102 0.7085 1.1973 89.6268 89.6169 Max Flow
L595 5.9930 0.0000 0.0004 0.2428 0.3478 90.7518 90.7515 Max Flow
5556ova 0.1938 0.0000 0.4198 0.1624 0.1309 99.9813 99.5352 Max Flow
5556unda 0.2160 0.1710 0.2751 0.3331 0.2517 99.9813 99.5352 Max Flow
5663ova 0.2874 0.0000 1.3813 0.1489 0.1339 99.5352 98.1339 Max Flow
5663und 0.2346 0.6051 1.5899 0.3421 0.3750 99.5352 97.3421 Max Flow
6364ova 0.1699 0.0000 7.0767 0.0206 0.0199 97.0443 89.9199 Max Flow
6364und 0.6242 1.5464 6.0031 1.2943 0.3423 97.0443 89.4941 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 3.0082 0.9752 0.0971 0.9580 0.8318 90.7515 89.6796 Max Flow
6768ova 3.2806 0.0000 0.0473 0.1741 0.2430 89.6169 89.5541 Max Flow
6768und 2.0309 0.3845 0.0452 0.8044 0.6262 89.4962 89.0666 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 160.0000 200.0000 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 255.0000 0.0000 105.0000 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 260.0000 0.0000 100.0000 0.0000 0.0000 0.0000 0.0000 None
L14 150.0000 210.0000 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 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 300.0000 15.0000 0.0000 0.0000 0.0000 45.0000 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 35.0000 325.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 175.0000 185.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 5.0000 290.0000 40.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
W2637 0.0000 5.0000 355.0000 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 350.0000 10.0000 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 65.0000 295.0000 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 195.0000 165.0000 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 35.0000 325.0000 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 335.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 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 325.0000 0.0000 0.0000 35.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 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 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 120.0000 0.0000 0.0000 240.0000 0.0000 None
6768ova 20.0000 25.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 65.0000 115.0000 0.0000 40.0000 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 1.2917 1.2917 0.0000
L2 355.5417 355.5417 0.0000 0.0000
L3 358.5833 358.5833 0.0000 0.0000
L4 302.4583 302.5000 0.0000 0.0000
L5 0.0897 332.4083 0.0000 0.0000
L6 0.0000 348.0208 0.0000 0.0000
L7 0.0000 340.1667 0.0000 0.0000
L8 0.0000 346.9583 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 356.5417 0.0000 0.0000
L12 0.0000 345.5417 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 15.5000 15.5000 0.0000 0.0000
L25 357.3333 357.3333 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 161.8750 163.0833 0.0000 0.0000
L29 328.0000 328.0000 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 10.8403 10.8403 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.5833 350.0833 0.0000 0.0000
L35 8.2500 8.2500 0.0000 0.0000
L36 71.2569 71.3125 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 303.8958 359.0000 0.0000 0.0000
L38 0.0417 8.2500 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 20.4792 56.2708 0.0000 0.0000
4243 233.2083 233.2083 0.0833 0.0000
4344 2.1250 2.1250 0.0000 0.0000
6869 3.8731 6.2481 0.0000 0.0000
4445 289.9583 354.4583 0.0000 0.0000
4546 7.1458 45.3333 4.2083 0.0000
4647 0.0000 11.3958 0.0000 0.0000
4754 7.3958 57.5208 0.0000 0.0000
4849 15.7250 21.0333 0.0000 0.0000
4950 258.1458 358.7083 0.0000 0.0000
5051 11.6417 35.9375 0.0000 0.0000
5152 299.2917 358.8333 0.0417 0.0000
5253 13.5764 54.0139 0.0000 0.0000
5354 287.4861 346.6667 0.0000 0.0000
5462 279.9861 352.3750 0.1250 0.0000
5657 333.9722 333.9722 1.8611 0.0000
5758 335.7778 335.7778 0.0000 0.0000
5859 358.5000 358.5417 1.0417 0.0000
5960 0.0000 0.0000 0.1250 0.0000
6061 358.5833 358.5833 0.0000 0.0000
6162 344.9583 344.9583 1.5000 0.0000
6465 301.0631 350.5417 0.4583 0.0000
6566 223.0893 358.2500 0.0833 0.0000
6667 0.1250 348.6667 0.0000 0.0000
L595 214.5833 355.1250 0.0000 0.0000
5556ova 344.7407 344.9167 7.2153 0.0000
5556unda 2.1667 37.8167 324.4083 0.0000
5663ova 0.1333 0.1333 0.0000 0.0000
5663und 0.0000 0.0000 323.2417 0.0000
6364ova 0.0000 0.0000 337.8125 0.0000
6364und 294.9167 294.9167 14.0833 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 3.4583 285.8194 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 268.4167 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 0.2127 0.9711 0.2047 0.0026 0.8662 0.0011 0.0121 0.8920 0.0056 0.1272 9.3662 0.0586 0.6468
L2 0.0000 0.8400 0.0000 0.0000 0.8656 0.0000 0.0000 1.0304 0.0000 0.0000 11.3345 0.0000 0.5919
L3 0.0000 0.5312 0.0000 0.0000 0.8579 0.0000 0.0000 1.6149 0.0000 0.0000 25.8386 0.0000 0.7399
L4 0.1484 0.6295 0.1607 0.0019 1.6486 0.0048 0.0125 2.6187 0.0301 0.1995 41.8990 0.4812 0.8311
L5 0.0000 0.6364 0.0000 0.0000 1.6467 0.0000 0.0000 2.5875 0.0000 0.0000 25.8748 0.0000 0.7515
L6 0.1055 0.5160 0.1556 0.0465 1.5633 0.0396 0.4407 3.0298 0.2546 4.4954 30.9038 2.5973 0.9633
L7 0.0171 0.1659 0.0354 0.0020 1.6330 0.0089 0.1174 9.8427 0.2524 1.2327 103.3485 2.6503 1.4767
L8 0.0064 0.0943 0.0128 0.0003 1.8535 0.0007 0.0517 19.6472 0.0541 0.5172 196.4716 0.5407 1.9478
L9 0.3096 0.5404 0.5214 0.6511 1.1438 0.0422 2.1031 2.1167 0.0810 21.0309 21.1669 0.8102 0.2590
L10 0.1852 0.4001 0.1872 0.1078 1.5663 0.1611 0.5824 3.9143 0.8606 5.8242 39.1429 8.6059 0.5437
L11 0.0358 0.2334 0.0718 0.0243 1.7676 0.0556 0.6774 7.5745 0.7742 11.1775 124.9795 12.7743 1.2061
L12 0.0173 0.1392 0.0353 0.0091 1.8308 0.0162 0.5259 13.1510 0.4602 8.6780 216.9907 7.5929 1.7938
L13 0.0192 0.1691 0.0394 0.0219 2.4794 0.0422 1.1378 14.6629 1.0730 19.9118 256.6010 18.7770 2.3863
L14 0.0000 0.3084 0.5707 0.0000 0.1221 2.4115 0.0000 0.3959 4.2255 0.0000 3.9589 42.2554 0.4099
L15 0.2830 0.6642 0.2712 0.2571 2.0744 0.2000 0.9085 3.1234 0.7377 11.8103 40.6036 9.5904 0.4955
L24 0.0428 0.6993 0.0000 0.0000 2.5202 0.0000 0.0007 3.6041 0.0000 0.0134 72.0817 0.0000 0.5771
L25 0.3120 0.7024 0.2426 0.1253 3.0266 0.1089 0.4016 4.3092 0.4489 6.4259 68.9474 7.1824 0.7105
L26 0.0000 0.9824 0.0000 0.0000 3.2542 0.0000 0.0000 3.3125 0.0000 0.0000 49.6878 0.0000 0.7389
L27 0.0000 0.8272 0.0941 0.0000 3.2359 0.0170 0.0000 3.9118 0.1808 0.0000 56.7209 2.6214 0.8439
L28 0.0000 0.6518 0.0000 0.0000 0.7577 0.0000 0.0000 1.1625 0.0000 0.0000 155.7746 0.0000 0.3220
L29 0.0000 0.9385 0.0000 0.0000 1.5029 0.0000 0.0000 1.6013 0.0000 0.0000 253.0103 0.0000 0.3605
L30 0.0000 0.6961 0.0000 0.0000 1.9505 0.0000 0.0000 2.8022 0.0000 0.0000 420.3253 0.0000 0.4957
L31 0.0000 0.5106 0.0000 0.0000 2.8624 0.0000 0.0000 5.6055 0.0000 0.0000 498.8887 0.0000 0.8354
L32 0.2283 0.9307 0.2195 0.0102 3.0277 0.0043 0.0449 3.2531 0.0194 0.9419 68.3151 0.4081 0.9247
L33 0.1078 0.3817 0.1076 0.0060 0.3266 0.0020 0.0556 0.8557 0.0182 0.5559 8.5573 0.1820 0.2911
L34 0.0596 0.3257 0.2411 0.0033 3.0022 0.2054 0.0552 9.2172 0.8520 0.9656 161.3003 14.9105 0.8776
L35 0.0000 0.7146 0.2353 0.0000 3.2133 0.0031 0.0000 4.4965 0.0133 0.0000 96.6756 0.2866 0.7958
L36 0.2219 0.8739 0.0000 0.0136 3.3351 0.0000 0.0611 3.8163 0.0000 1.1000 68.6927 0.0000 0.7472
W2637 0.2270 0.2286 0.0000 0.0002 0.0013 0.0000 0.0008 0.0055 0.0000 0.0076 0.0547 0.0000 0.0150
L37 0.0807 0.5402 0.0109 0.0283 3.3783 0.0000 0.3508 6.2534 0.0008 8.2441 146.9540 0.0192 0.9804
L38 0.1417 0.9584 0.0739 0.1478 6.0926 0.0041 1.0429 6.3571 0.0558 14.6004 88.9989 0.7806 1.1129
L39 0.0000 0.7758 0.2125 0.0000 6.2009 0.0280 0.0000 7.9930 0.1317 0.0000 79.9298 1.3167 0.9506
L41 0.2618 0.6451 0.2543 0.1530 5.9129 0.1282 0.5845 9.1659 0.5042 31.8559 499.5413 27.4803 1.0752
4243 0.2322 1.0156 0.3100 0.6000 5.3629 0.4519 2.5845 5.2803 1.4579 155.0724 316.8166 87.4716 1.0624
4344 0.4019 1.2214 0.2900 1.2530 4.9330 0.2100 3.1177 4.0389 0.7241 155.8863 201.9450 36.2058 0.9479
6869 0.0000 0.5112 0.0000 0.0000 6.7369 0.0000 0.0000 13.1781 0.0000 0.0000 263.5621 0.0000 1.4565
4445 0.0000 0.5358 0.0000 0.0000 6.4460 0.0000 0.0000 12.0305 0.0000 0.0000 397.0049 0.0000 0.9959
4546 0.4787 1.0640 0.2786 2.7177 3.6788 0.0699 5.6768 3.4574 0.2509 141.9195 86.4357 6.2737 1.2734
4647 0.1623 0.6644 0.1707 0.0544 6.0801 0.0994 0.3353 9.1511 0.5824 6.7052 183.0228 11.6475 1.4393
4754 0.2404 0.4107 0.2449 0.7697 4.2930 0.8838 3.2017 10.4519 3.6092 99.2512 324.0078 111.8851 1.5016
4849 0.0000 0.8085 0.0000 0.0000 1.0724 0.0000 0.0000 1.3265 0.0000 0.0000 15.9182 0.0000 0.3235
4950 0.2782 0.4935 0.2804 0.0428 0.9697 0.0508 0.1538 1.9648 0.1810 0.9227 11.7889 1.0863 0.3847
5051 0.1982 0.4181 0.1988 0.0292 1.4179 0.0314 0.1475 3.3914 0.1578 2.8016 64.4360 2.9982 0.5486
5152 0.2001 0.3178 0.2095 0.2398 0.9381 0.3624 1.1985 2.9524 1.7296 7.1909 17.7144 10.3776 0.7481
5253 0.1198 0.2642 0.1457 0.1075 1.4736 0.1806 0.8970 5.5769 1.2399 17.9396 111.5372 24.7988 1.0164
5354 0.0231 0.0425 0.0295 0.0777 1.1155 0.0976 3.3659 26.2576 3.3068 97.6110 761.4710 95.8958 1.3463
5462 0.0880 0.1483 0.0368 0.3714 5.4195 0.0978 4.2199 36.5557 2.6621 50.6391 438.6685 31.9454 1.6529
5657 0.0000 0.7000 0.2458 0.0000 0.0265 0.0000 0.0000 0.0378 0.0000 0.0000 0.2269 0.0000 0.0050
5758 0.0104 0.0179 0.0118 0.0001 0.0148 0.0001 0.0054 0.8239 0.0077 0.2686 41.1972 0.3837 0.0599
5859 0.0000 0.6468 0.0000 0.0000 0.3141 0.0000 0.0000 0.4856 0.0000 0.0000 8.7412 0.0000 0.1381
5960 0.1878 0.6407 0.1473 0.0006 0.4170 0.0001 0.0031 0.6509 0.0010 0.0522 11.0659 0.0167 0.1351
6061 0.0803 0.1608 0.0412 0.0041 0.4107 0.0012 0.0505 2.5539 0.0284 0.8582 43.4160 0.4828 0.2657
6162 0.0455 0.1288 0.0194 0.1688 0.3631 0.0094 3.7066 2.8193 0.4824 111.1982 84.5799 14.4732 1.2789
6465 0.2656 0.6720 0.3504 0.0364 6.2796 0.1998 0.1372 9.3446 0.5701 4.3907 299.0286 18.2425 1.2921
6566 0.0000 0.3882 0.3228 0.0000 4.3461 2.1475 0.0000 11.1945 6.6523 0.0000 391.8085 232.8321 1.6927
6667 0.1320 0.2264 0.1116 2.7056 3.2732 0.7725 20.5044 14.4556 6.9202 1025.2193 722.7819 346.0099 1.9217
L595 0.0593 0.1309 0.0328 0.3750 5.5551 0.1370 6.3217 42.4407 4.1714 37.9303 254.6444 25.0285 1.9099
5556ova 0.0000 1.3122 0.0000 0.0000 0.1967 0.0000 0.0000 0.1499 0.0000 0.0000 2.3980 0.0000 0.1338
5663ova 0.0000 1.1074 0.0224 0.0000 0.2980 0.0000 0.0000 0.2691 0.0000 0.0000 22.3386 0.0001 0.1361
6364ova 0.0479 0.5603 0.0479 0.0000 0.2032 0.0000 0.0000 0.3626 0.0000 0.0038 39.8879 0.0038 0.0370
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1990
*========================================================*
| 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 .008284 2.7843 .003671 2.7962 9.6373 12.667 .008284 2.7843 .003671 2.7962 9.6373 12.667 0.0000 0.0000 0.0000 None
L2 0.0000 2.9402 0.0000 2.9402 2.6633 6.1449 0.0000 2.9402 0.0000 2.9402 2.6633 6.1449 0.0000 0.0000 0.0000 None
L3 0.0000 5.3482 0.0000 5.3482 5.4763 9.8416 0.0000 5.3482 0.0000 5.3482 5.4763 9.8416 0.0000 0.0000 0.0000 None
L4 0.01161 10.345 0.03033 10.387 4.9941 11.197 0.01161 10.345 0.03033 10.387 4.9941 11.197 0.0000 0.0000 0.0000 None
L5 0.0000 9.5299 0.0000 9.5299 7.3426 13.390 0.0000 9.5299 0.0000 9.5299 7.3426 13.390 0.0000 0.0000 0.0000 None
L6 1.9355 65.056 1.6484 68.640 7.2003 15.329 1.9355 65.056 1.6484 68.640 7.2003 15.329 0.0000 0.0000 0.0000 None
L7 0.3149 255.74 1.4007 257.46 5.1087 18.701 0.3149 255.74 1.4007 257.46 5.1087 18.701 0.0000 0.0000 0.0000 None
L8 0.1030 579.25 0.2160 579.56 6.3492 25.876 0.1030 579.25 0.2160 579.56 6.3492 25.876 0.0000 0.0000 0.0000 None
L9 5.5581 9.7643 0.3607 15.683 3.8282 30.440 5.5581 9.7643 0.3607 15.683 3.8282 30.440 0.0000 0.0000 0.0000 None
L10 2.3937 34.765 3.5764 40.735 10.357 22.866 2.3937 34.765 3.5764 40.735 10.357 22.866 0.0000 0.0000 0.0000 None
L11 2.6455 192.66 6.0619 201.37 6.6688 21.421 2.6455 192.66 6.0619 201.37 6.6688 21.421 0.0000 0.0000 0.0000 None
L12 2.0092 404.11 3.5822 409.70 6.8257 22.327 2.0092 404.11 3.5822 409.70 6.8257 22.327 0.0000 0.0000 0.0000 None
L13 4.5343 514.45 8.7642 527.75 3.4056 22.077 4.5343 514.45 8.7642 527.75 3.4056 22.077 0.0000 0.0000 0.0000 None
L14 0.0000 1.7509 34.587 36.338 4.5360 25.280 0.0000 1.7509 34.587 36.338 4.5360 25.280 0.0000 0.0000 0.0000 None
L15 2.3748 19.161 1.8478 23.384 2.8332 16.169 2.3748 19.161 1.8478 23.384 2.8332 16.169 0.0000 0.0000 0.0000 None
L24 .000184 16.173 0.0000 16.174 5.5221 17.216 .000184 16.173 0.0000 16.174 5.5221 17.216 0.0000 0.0000 0.0000 None
L25 1.1905 28.751 1.0345 30.976 3.5471 14.774 1.1905 28.751 1.0345 30.976 3.5471 14.774 0.0000 0.0000 0.0000 None
L26 0.0000 19.464 0.0000 19.464 6.0728 13.202 0.0000 19.464 0.0000 19.464 6.0728 13.202 0.0000 0.0000 0.0000 None
L27 0.0000 51.373 0.2702 51.643 11.665 20.490 0.0000 51.373 0.2702 51.643 11.665 20.490 0.0000 0.0000 0.0000 None
L28 0.0000 4.2366 0.0000 4.2366 27.390 32.610 0.0000 4.2366 0.0000 4.2366 27.390 32.610 0.0000 0.0000 0.0000 None
L29 0.0000 6.6581 0.0000 6.6581 24.058 29.942 0.0000 6.6581 0.0000 6.6581 24.058 29.942 0.0000 0.0000 0.0000 None
L30 0.0000 14.601 0.0000 14.601 26.348 33.652 0.0000 14.601 0.0000 14.601 26.348 33.652 0.0000 0.0000 0.0000 None
L31 0.0000 25.603 0.0000 25.603 23.017 41.046 0.0000 25.603 0.0000 25.603 23.017 41.046 0.0000 0.0000 0.0000 None
L32 0.05586 16.515 0.02327 16.594 8.5806 15.812 0.05586 16.515 0.02327 16.594 8.5806 15.812 0.0000 0.0000 0.0000 None
L33 0.03216 1.7530 0.01051 1.7956 9.6263 17.512 0.03216 1.7530 0.01051 1.7956 9.6263 17.512 0.0000 0.0000 0.0000 None
L34 0.05476 49.960 3.4186 53.434 2.7405 22.779 0.05476 49.960 3.4186 53.434 2.7405 22.779 0.0000 0.0000 0.0000 None
L35 0.0000 13.067 0.01276 13.080 9.0824 29.711 0.0000 13.067 0.01276 13.080 9.0824 29.711 0.0000 0.0000 0.0000 None
L36 0.1126 27.699 0.0000 27.812 5.2056 25.996 0.1126 27.699 0.0000 27.812 5.2056 25.996 0.0000 0.0000 0.0000 None
W2637 .000290 .002095 0.0000 .002385 9.1983 10.031 .000290 .002095 0.0000 .002385 9.1983 10.031 0.0000 0.0000 0.0000 None
L37 0.7985 95.324 .000251 96.123 5.4902 18.180 0.7985 95.324 .000251 96.123 5.4902 18.180 0.0000 0.0000 0.0000 None
L38 2.6277 108.35 0.07332 111.05 21.036 35.410 2.6277 108.35 0.07332 111.05 21.036 35.410 0.0000 0.0000 0.0000 None
L39 0.0000 57.053 0.2574 57.310 22.353 36.251 0.0000 57.053 0.2574 57.310 22.353 36.251 0.0000 0.0000 0.0000 None
L41 1.9342 74.752 1.6213 78.307 20.730 35.784 1.9342 74.752 1.6213 78.307 20.730 35.784 0.0000 0.0000 0.0000 None
4243 6.3606 56.847 4.7899 67.998 20.596 40.167 6.3606 56.847 4.7899 67.998 20.596 40.167 0.0000 0.0000 0.0000 None
4344 11.983 47.176 2.0080 61.167 16.932 38.043 11.983 47.176 2.0080 61.167 16.932 38.043 0.0000 0.0000 0.0000 None
6869 0.0000 75.318 0.0000 75.318 24.993 41.280 0.0000 75.318 0.0000 75.318 24.993 41.280 0.0000 0.0000 0.0000 None
4445 0.0000 130.88 0.0000 130.88 12.400 30.230 0.0000 130.88 0.0000 130.88 12.400 30.230 0.0000 0.0000 0.0000 None
4546 46.831 63.394 1.2049 111.43 9.8676 24.991 46.831 63.394 1.2049 111.43 9.8676 24.991 0.0000 0.0000 0.0000 None
4647 1.6651 186.02 3.0417 190.72 9.9793 21.683 1.6651 186.02 3.0417 190.72 9.9793 21.683 0.0000 0.0000 0.0000 None
4754 42.794 238.70 49.143 330.63 15.730 36.323 42.794 238.70 49.143 330.63 15.730 36.323 0.0000 0.0000 0.0000 None
4849 0.0000 8.6309 0.0000 8.6309 22.484 29.597 0.0000 8.6309 0.0000 8.6309 22.484 29.597 0.0000 0.0000 0.0000 None
4950 0.8523 19.313 1.0112 21.177 16.991 24.888 0.8523 19.313 1.0112 21.177 16.991 24.888 0.0000 0.0000 0.0000 None
5051 0.7750 37.594 0.8316 39.200 15.741 26.133 0.7750 37.594 0.8316 39.200 15.741 26.133 0.0000 0.0000 0.0000 None
5152 12.326 48.225 18.627 79.178 12.433 23.912 12.326 48.225 18.627 79.178 12.433 23.912 0.0000 0.0000 0.0000 None
5253 7.4025 101.47 12.439 121.32 9.1303 21.414 7.4025 101.47 12.439 121.32 9.1303 21.414 0.0000 0.0000 0.0000 None
5354 43.735 627.53 54.918 726.18 3.8826 34.339 43.735 627.53 54.918 726.18 3.8826 34.339 0.0000 0.0000 0.0000 None
5462 42.768 624.01 11.265 678.05 5.4213 38.925 42.768 624.01 11.265 678.05 5.4213 38.925 0.0000 0.0000 0.0000 None
5657 0.0000 0.03501 .88E-06 0.03501 14.886 29.901 0.0000 0.03501 .88E-06 0.03501 14.886 29.901 0.0000 0.0000 0.0000 None
5758 0.01289 3.4017 0.02078 3.4354 4.7848 20.256 0.01289 3.4017 0.02078 3.4354 4.7848 20.256 0.0000 0.0000 0.0000 None
5859 0.0000 1.8565 0.0000 1.8565 7.6779 12.075 0.0000 1.8565 0.0000 1.8565 7.6779 12.075 0.0000 0.0000 0.0000 None
5960 .003410 2.4643 .000855 2.4685 7.9247 16.078 .003410 2.4643 .000855 2.4685 7.9247 16.078 0.0000 0.0000 0.0000 None
6061 0.1806 18.293 0.05211 18.526 13.951 27.520 0.1806 18.293 0.05211 18.526 13.951 27.520 0.0000 0.0000 0.0000 None
6162 21.946 47.216 1.2177 70.380 0.07811 15.011 21.946 47.216 1.2177 70.380 0.07811 15.011 0.0000 0.0000 0.0000 None
6465 0.8527 146.92 4.6741 152.45 28.518 44.503 0.8527 146.92 4.6741 152.45 28.518 44.503 0.0000 0.0000 0.0000 None
6566 0.0000 182.12 89.994 272.12 5.5705 25.066 0.0000 182.12 89.994 272.12 5.5705 25.066 0.0000 0.0000 0.0000 None
6667 203.25 245.88 58.033 507.16 3.5943 42.078 203.25 245.88 58.033 507.16 3.5943 42.078 0.0000 0.0000 0.0000 None
L595 54.021 800.27 19.732 874.03 0.09224 40.621 54.021 800.27 19.732 874.03 0.09224 40.621 0.0000 0.0000 0.0000 None
5556ova 0.0000 1.2077 0.0000 1.2077 9.1108 11.352 0.0000 1.2077 0.0000 1.2077 9.1108 11.352 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.2774 .21E-06 2.2774 9.1093 12.900 0.0000 2.2774 .21E-06 2.2774 9.1093 12.900 0.0000 0.0000 0.0000 None
6364ova .65E-05 0.8053 .65E-05 0.8053 0.09815 9.9019 .65E-05 0.8053 .65E-05 0.8053 0.09815 9.9019 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
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 103.5380 102.2659 10.5000 11.7000 2.0627 2.0627 1.7000 0.9670 0.9670 0.8000 3.0297 3.0297
L2 102.2659 101.0162 11.0000 4.2000 1.5367 1.5367 2.7000 1.9449 1.9449 2.3000 3.4816 3.4816
L3 101.0162 100.3104 16.0000 7.4000 1.9237 1.9237 2.6000 2.4416 2.4416 3.3000 4.3653 4.3653
L4 100.3104 99.8488 16.0000 6.5000 1.5059 1.5059 1.3000 4.6966 4.6966 4.2000 6.2025 6.2025
L5 99.8488 99.5373 10.0000 11.5000 4.1574 4.1574 5.5000 1.8898 1.8898 2.4000 6.0472 6.0472
L6 99.5373 99.5461 10.2000 12.1000 4.8997 4.8997 2.6000 3.2287 3.2287 1.9000 8.1284 8.1284
L7 99.5461 99.5471 10.5000 11.9000 6.7913 6.7913 6.0000 6.8013 6.8013 5.1000 13.5925 13.5925
L8 99.5471 99.5473 10.0000 14.5000 8.1508 8.1508 7.6000 11.3759 11.3759 10.8000 19.5267 19.5267
L9 99.5473 99.3831 10.0000 27.5000 23.6718 23.6718 8.2000 2.9399 2.9399 2.2000 26.6117 26.6117
L10 98.8536 97.5989 10.0000 19.7000 9.3426 9.3426 7.2000 3.1660 3.1660 0.0000 12.5086 12.5086
L11 97.5989 97.6003 16.5000 12.9000 6.2312 6.2312 3.5000 8.5213 8.5213 5.4000 14.7525 14.7525
L12 97.6003 97.6006 16.5000 15.0000 8.1743 8.1743 6.0000 7.3269 7.3269 5.5000 15.5012 15.5012
L13 97.6006 97.6012 17.5000 12.5000 9.0944 9.0944 4.6000 9.5772 9.5772 5.5000 18.6716 18.6716
L14 97.6012 97.5239 10.0000 5.0000 0.4640 0.4640 0.6000 20.2800 20.2800 1.4000 20.7440 20.7440
L15 94.8588 94.6338 13.0000 6.5000 3.6668 3.6668 0.0000 9.6695 9.6695 6.5000 13.3363 13.3363
L24 94.6338 94.1339 20.0000 16.8000 11.2779 11.2779 11.2000 0.4160 0.4160 0.8000 11.6939 11.6939
L25 94.1339 93.7464 16.0000 4.7000 1.1529 1.1529 0.0000 10.0736 10.0736 7.9000 11.2265 11.2265
L26 93.7464 93.2496 15.0000 7.8000 1.7272 1.7272 2.6000 5.4015 5.4015 7.2000 7.1287 7.1287
L27 93.2496 93.1332 14.5000 13.7000 2.0350 2.0350 3.4000 6.7901 6.7901 5.1000 8.8251 8.8251
L28 120.7835 113.8628 134.0000 31.0000 3.6101 3.6101 11.0000 1.6101 1.6101 19.0000 5.2201 5.2201
L29 113.8628 105.8666 158.0000 28.5000 4.4420 4.4420 16.5000 1.4420 1.4420 19.5000 5.8840 5.8840
L30 105.8666 98.1301 150.0000 32.0000 5.6525 5.6525 12.0000 1.6525 1.6525 17.0000 7.3049 7.3049
L31 98.1301 95.7725 89.0000 30.0000 6.9831 6.9831 10.0000 11.0464 11.0464 19.0000 18.0296 18.0296
L32 95.7725 94.9329 21.0000 13.6000 5.0194 5.0194 4.3000 2.2117 2.2117 1.9000 7.2311 7.2311
L33 97.8515 97.3034 10.0000 13.8000 4.1737 4.1737 2.0000 3.7116 3.7116 3.0000 7.8853 7.8853
L34 94.9329 94.8646 17.5000 16.7000 13.9595 13.9595 12.7000 6.0793 6.0793 3.8000 20.0388 20.0388
L35 94.8646 93.6402 21.5000 11.0000 1.9176 1.9176 2.0000 18.7107 18.7107 18.4000 20.6283 20.6283
L36 93.6402 93.1519 18.0000 6.8000 1.5944 1.5944 1.1000 19.1964 19.1964 21.1000 20.7908 20.7908
W2637 93.7464 93.6210 10.0000 9.3000 0.1017 0.1017 0.0000 0.7305 0.7305 3.9000 0.8322 0.8322
L37 93.1519 93.1332 23.5000 11.3000 5.8098 5.8098 4.1000 6.8804 6.8804 6.8000 12.6902 12.6902
L38 93.1332 93.0675 14.0000 30.6000 9.5645 9.5645 5.1000 4.8097 4.8097 4.2000 14.3742 14.3742
L39 92.9427 93.0675 10.0000 30.7000 8.3473 8.3473 9.7000 5.5512 5.5512 4.8000 13.8985 13.8985
L41 92.9427 92.5740 54.5000 32.5000 11.7701 11.7701 10.3000 3.2843 3.2843 2.0000 15.0544 15.0544
4243 92.5740 91.6711 60.0000 31.0000 10.4039 10.4039 1.5000 9.1668 9.1668 5.0000 19.5707 19.5707
4344 91.6711 90.8804 50.0000 32.0000 15.0684 15.0684 2.0000 6.0430 6.0430 3.4000 21.1114 21.1114
6869 89.2965 89.1365 20.0000 36.0000 11.0071 11.0071 13.2000 5.2799 5.2799 5.8000 16.2871 16.2871
4445 90.8804 90.8315 33.0000 26.4000 14.0002 14.0002 21.8000 3.8303 3.8303 8.0000 17.8305 17.8305
4546 90.8315 90.7786 25.0000 22.1000 12.2324 12.2324 1.7000 2.8909 2.8909 2.0000 15.1233 15.1233
4647 90.7786 90.7603 20.0000 11.8000 1.8207 1.8207 0.6000 9.8825 9.8825 7.8000 11.7032 11.7032
4754 90.7603 90.7530 31.0000 28.6000 12.8699 12.8699 7.1000 7.7229 7.7229 1.4000 20.5928 20.5928
4849 90.9134 90.7583 12.0000 26.3000 3.8156 3.8156 4.6000 3.2970 3.2970 3.7000 7.1126 7.1126
4950 90.7583 90.7563 6.0000 21.5000 4.5094 4.5094 3.5000 3.3883 3.3883 2.2000 7.8978 7.8978
5051 90.7563 90.7536 19.0000 19.9000 4.1586 4.1586 3.1000 6.2329 6.2329 5.1000 10.3915 10.3915
5152 90.7536 90.7536 6.0000 17.8000 5.3668 5.3668 2.2000 6.1124 6.1124 1.8000 11.4792 11.4792
5253 90.7536 90.7532 20.0000 14.4000 5.2697 5.2697 2.8000 7.0140 7.0140 3.6000 12.2837 12.2837
5354 90.7532 90.7530 29.0000 30.3000 26.4174 26.4174 20.1000 4.0393 4.0393 0.0000 30.4566 30.4566
5462 90.7530 90.7525 12.0000 13.9000 8.4787 8.4787 2.9000 25.0249 25.0249 20.0000 33.5036 33.5036
5657 99.5364 99.2351 6.0000 29.9000 15.0140 15.0140 29.8000 0.0011 0.0011 0.0000 15.0151 15.0151
5758 99.2351 92.5610 50.0000 20.0000 15.2152 15.2152 15.0000 0.2561 0.2561 0.0000 15.4713 15.4713
5859 92.5610 91.7593 18.0000 8.4000 0.7221 0.7221 2.3000 3.6748 3.6748 5.5000 4.3969 4.3969
5960 91.7593 91.2624 17.0000 10.1000 2.1753 2.1753 2.0000 5.9785 5.9785 5.9000 8.1537 8.1537
6061 91.2624 90.9235 17.0000 25.0000 11.0486 11.0486 10.4000 2.5205 2.5205 1.5000 13.5691 13.5691
6162 90.9235 90.7525 30.0000 9.3000 9.2219 9.2219 1.3000 5.7112 5.7112 2.0000 14.9331 14.9331
6465 89.6797 89.6436 32.0000 40.4000 11.8824 11.8824 11.2000 4.1031 4.1031 2.0000 15.9855 15.9855
6566 89.6436 89.6273 35.0000 10.3000 4.7295 4.7295 5.7000 14.7661 14.7661 6.5000 19.4956 19.4956
6667 89.6273 89.6176 50.0000 30.2000 26.6057 26.6057 6.0000 11.8776 11.8776 3.0000 38.4833 38.4833
L595 90.7524 90.7524 6.0000 13.9000 13.8078 13.8078 2.9000 26.7211 26.7211 20.0000 40.5288 40.5288
5556ova 99.9820 99.5364 16.0000 9.2000 0.0892 0.0892 0.1000 2.1518 2.1518 3.7000 2.2410 2.2410
5663ova 99.5364 98.1358 83.0000 9.2000 0.0907 0.0907 0.1000 3.7004 3.7004 3.7000 3.7911 3.7911
6364ova 97.0478 89.9238 110.0000 9.9000 9.8019 9.8019 9.8000 0.0019 0.0019 0.0000 9.8037 9.8037
6264ova 89.6797 89.6797 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 89.6176 89.5549 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 0.8699 1463.5479 0.9543 4.5802 ## N1 102.8300 103.5381
L2 0.8656 1466.0034 0.8376 5.4975 ## N2 101.7100 102.2659
L3 0.8579 1467.9689 0.5307 24.2936 ## N3 100.3800 101.0162
L4 1.6552 2773.5750 0.6216 42.4238 ## N4 99.4600 100.3104
L5 1.6467 2780.3852 0.6352 25.4313 ## N5 99.0400 99.8488
L6 1.6495 2781.6942 0.4434 38.0353 ## N6 98.8600 99.5373
L7 1.6439 2781.0483 0.1610 108.8763 ## N7 98.3300 The text continues on section 5.