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e1y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:15.
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 36.0000 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 2112 456 N55#2 2167 425 N56#1 1288 360
N56#2 2129 427 N58#1 1300 360 N58#2 2142 426
N59#1 1352 360 N59#2 2233 423 N61#1 1340 360
N61#2 2224 424 N1#1 1288 360 N1#2 2013 559
N4#1 1092 360 N4#2 2380 652 N8#1 1356 360
N8#2 2579 713 N13#1 1284 360 N13#2 2516 700
N25#1 1300 360 N25#2 2154 426 N28#1 1336 360
N28#2 2057 431 N29#1 1276 360 N29#2 2009 547
N30#1 1276 360 N30#2 2408 720 N31#1 1300 360
N31#2 2538 714 N32#1 1344 360 N32#2 1300 360
N33#1 1344 360 N33#2 2199 425 N36#1 1340 360
N36#2 2236 424 N42#1 1304 360 N42#2 2162 426
N44#1 1304 360 N44#2 2166 426 N45#1 1312 360
N45#2 2097 427 N47#1 864 188 N47#2 2076 428
N48#1 1204 360 N48#2 2054 430 N50#1 1248 360
N50#2 2270 422 N52#1 1352 360 N52#2 2208 424
N63#1 1332 360 N63#2 2191 425 N64#1 1296 360
N64#2 2142 426 N66#1 1280 360 N66#2 2133 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 36.0000 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) 1.479600E+04 36.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 4.996047E+00 0.012
Surface Runoff from Watersheds 1.411462E+04 34.342
Total Water remaining in Surface Storage 1.677309E+02 0.408
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......... 1.480101E+04 36.012
Total Precipitation + Initial Storage. 1.479600E+04 36.000
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............... -0.0339
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.411462E+04 34.342
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.411309E+04 34.338
Initial Storage + Inflow.................... 1.411462E+04 34.342
Final Storage + Outflow + Diverted GW....... 1.411309E+04 34.338
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0108
##################################################
# 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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 33.69130 33.86037 0.00000 33.79457 0.00000 33.82220
Total Losses (mm)...... 2.05881 2.05545 0.00000 2.05734 0.00000 2.05671
Remaining Depth (mm)... 0.24989 0.08419 0.00000 0.14808 0.00000 0.12109
Peak Runoff Rate (cms). 0.09489 0.12845 0.00000 0.03909 0.00000 0.08404
Total Impervious Area
---------------------
Total Runoff Depth (mm) 36.04163 36.04151 35.94048 36.02081 35.95231 36.02769
Peak Runoff Rate (cms). 0.00167 0.00017 0.04891 0.00006 0.10051 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 36.04163 36.04151 35.94048 36.02081 35.95231 36.02769
Peak Runoff Rate (cms). 0.00167 0.00017 0.04891 0.00006 0.10051 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 33.71481 33.86255 35.94048 33.79680 35.95231 33.82441
Peak Runoff Rate (cms). 0.09656 0.12862 0.04891 0.03915 0.10051 0.08416
Unit Runoff (mm/hr).... 58.41685 76.54285 84.53762 67.67047 86.87178 71.04476
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.92092 0.00000 33.90404 0.00000 33.73759
Total Losses (mm)...... 0.00000 2.05072 0.00000 2.05274 0.00000 2.05828
Remaining Depth (mm)... 0.00000 0.02836 0.00000 0.04321 0.00000 0.20413
Peak Runoff Rate (cms). 0.00000 0.03159 0.00000 0.04652 0.00000 0.35723
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.99400 36.08587 35.98546 36.06951 35.94168 36.03140
Peak Runoff Rate (cms). 0.03196 0.00004 0.05209 0.00006 0.05371 0.06480
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.99400 36.08587 35.98546 36.06951 35.94168 36.03140
Peak Runoff Rate (cms). 0.03196 0.00004 0.05209 0.00006 0.05371 0.06480
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) 35.99400 33.92308 35.98546 33.90621 35.94168 33.96697
Peak Runoff Rate (cms). 0.03196 0.03163 0.05209 0.04657 0.05371 0.42203
Unit Runoff (mm/hr).... 96.69430 88.32313 94.54956 84.53110 84.76717 65.75034
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.84389 0.00000 33.87657 0.00000 33.83111
Total Losses (mm)...... 0.00000 2.05606 0.00000 2.05468 0.00000 2.05646
Remaining Depth (mm)... 0.00000 0.10005 0.00000 0.06875 0.00000 0.11243
Peak Runoff Rate (cms). 0.00000 0.22405 0.00000 0.06482 0.00000 0.17195
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.74283 36.01073 35.99976 36.00124 35.93927 36.00315
Peak Runoff Rate (cms). 0.11228 0.12949 0.01620 0.06581 0.16490 0.12653
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.74283 36.01073 35.99976 36.00124 35.93927 36.00315
Peak Runoff Rate (cms). 0.11228 0.12949 0.01620 0.06581 0.16490 0.12653
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) 35.74283 34.49394 35.99976 34.83267 35.93927 34.59133
Peak Runoff Rate (cms). 0.11228 0.35353 0.01620 0.13063 0.16490 0.29848
Unit Runoff (mm/hr).... 60.83517 81.74158 98.00862 87.81625 84.30889 81.46676
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.82634 0.00000 33.52100 0.00000 33.77891
Total Losses (mm)...... 0.00000 2.05659 0.00000 2.05994 0.00000 2.05764
Remaining Depth (mm)... 0.00000 0.11706 0.00000 0.41906 0.00000 0.16345
Peak Runoff Rate (cms). 0.00000 0.22253 0.00000 0.37763 0.00000 0.36600
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.95292 36.02894 35.97894 36.00218 35.93437 36.03502
Peak Runoff Rate (cms). 0.27081 0.00032 0.03071 0.00080 0.05744 0.06233
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.95292 36.02894 35.97894 36.00218 35.93437 36.03502
Peak Runoff Rate (cms). 0.27081 0.00032 0.03071 0.00080 0.05744 0.06233
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) 35.95292 33.82855 35.97894 33.52348 35.93437 34.00452
Peak Runoff Rate (cms). 0.27081 0.22285 0.03071 0.37843 0.05744 0.42833
Unit Runoff (mm/hr).... 86.99711 71.59005 92.90686 47.86427 83.40213 69.41261
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 30.24211 0.00000 33.81691 0.00000 33.91833
Total Losses (mm)...... 0.00000 2.05861 0.00000 2.05684 0.00000 2.05110
Remaining Depth (mm)... 0.00000 3.69928 0.00000 0.12625 0.00000 0.03057
Peak Runoff Rate (cms). 0.00000 0.16403 0.00000 0.34255 0.00000 0.12078
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.93437 35.97115 35.94940 36.00116 35.98903 0.00000
Peak Runoff Rate (cms). 0.09190 0.08977 0.23768 0.25779 0.13148 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.93437 35.97115 35.94940 36.00116 35.98903 0.00000
Peak Runoff Rate (cms). 0.09190 0.08977 0.23768 0.25779 0.13148 0.00372
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) 35.93437 30.81502 35.94940 34.58140 35.98903 33.91833
Peak Runoff Rate (cms). 0.09190 0.25379 0.23768 0.60034 0.13148 0.12078
Unit Runoff (mm/hr).... 83.40213 25.73380 86.27998 80.11909 95.45720 87.69005
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.88494 0.00000 33.90939 0.00000 33.83671
Total Losses (mm)...... 0.00000 2.05420 0.00000 2.05221 0.00000 2.05629
Remaining Depth (mm)... 0.00000 0.06086 0.00000 0.03841 0.00000 0.10700
Peak Runoff Rate (cms). 0.00000 0.09110 0.00000 0.08722 0.00000 0.13456
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.98908 36.05482 35.98546 36.07438 35.95527 36.03239
Peak Runoff Rate (cms). 0.10783 0.00012 0.09377 0.00011 0.16148 0.00019
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.98908 36.05482 35.98546 36.07438 35.95527 36.03239
Peak Runoff Rate (cms). 0.10783 0.00012 0.09377 0.00011 0.16148 0.00019
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) 35.98908 33.88711 35.98546 33.91155 35.95527 33.83891
Peak Runoff Rate (cms). 0.10783 0.09122 0.09377 0.08733 0.16148 0.13475
Unit Runoff (mm/hr).... 95.47050 80.76116 94.54956 85.67993 87.48660 73.00614
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.85198 0.00000 33.77926 0.00000 33.72888
Total Losses (mm)...... 0.00000 2.05577 0.00000 2.05764 0.00000 2.05839
Remaining Depth (mm)... 0.00000 0.09225 0.00000 0.16310 0.00000 0.21273
Peak Runoff Rate (cms). 0.00000 0.06623 0.00000 0.06714 0.00000 0.07394
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.95837 36.03794 35.96504 36.01784 36.03457 36.01071
Peak Runoff Rate (cms). 0.07527 0.00009 0.03209 0.00010 0.00278 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.95837 36.03794 35.96504 36.01784 36.03457 36.01071
Peak Runoff Rate (cms). 0.07527 0.00009 0.03209 0.00010 0.00278 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 35.95837 33.85417 35.96504 33.78150 36.03457 33.73116
Peak Runoff Rate (cms). 0.07527 0.06632 0.03209 0.06725 0.00278 0.07406
Unit Runoff (mm/hr).... 88.14465 75.23663 89.61167 65.97563 100.99863 61.10342
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.57378 0.00000 33.94874 0.00000 33.89294
Total Losses (mm)...... 0.00000 2.05968 0.00000 2.04296 0.00000 2.05366
Remaining Depth (mm)... 0.00000 0.36654 0.00000 0.00830 0.00000 0.05340
Peak Runoff Rate (cms). 0.00000 0.23469 0.00000 0.01577 0.00000 0.04075
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.86278 36.00283 35.91740 36.09891 35.99552 36.06048
Peak Runoff Rate (cms). 0.34018 0.00047 0.24160 0.00002 0.04545 0.00005
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.86278 36.00283 35.91740 36.09891 35.99552 36.06048
Peak Runoff Rate (cms). 0.34018 0.00047 0.24160 0.00002 0.04545 0.00005
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) 35.86278 33.57621 35.91740 33.95089 35.99552 33.89511
Peak Runoff Rate (cms). 0.34018 0.23516 0.24160 0.01578 0.04545 0.04080
Unit Runoff (mm/hr).... 72.63976 50.51171 80.46109 95.49301 97.05922 82.28123
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).... 36.00000 36.00000 36.00000 36.00000 36.00000 36.00000
Max Intensity (mm/hr).. 100.22400 100.22400 100.22400 100.22400 100.22400 100.22400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 33.88107 0.00000 33.82000 0.00000 33.79869
Total Losses (mm)...... 0.00000 2.05443 0.00000 2.05676 0.00000 2.05726
Remaining Depth (mm)... 0.00000 0.06450 0.00000 0.12323 0.00000 0.14405
Peak Runoff Rate (cms). 0.00000 0.09471 0.00000 0.14598 0.00000 0.22306
Total Impervious Area
---------------------
Total Runoff Depth (mm) 35.97529 36.05232 35.94375 36.02706 35.93805 36.02170
Peak Runoff Rate (cms). 0.10646 0.00012 0.17361 0.00021 0.27795 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 35.97529 36.05232 35.94375 36.02706 35.93805 36.02170
Peak Runoff Rate (cms). 0.10646 0.00012 0.17361 0.00021 0.27795 0.00033
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) 35.97529 33.88324 35.94375 33.82221 35.93805 33.80092
Peak Runoff Rate (cms). 0.10646 0.09483 0.17361 0.14620 0.27795 0.22340
Unit Runoff (mm/hr).... 92.01085 80.05490 85.16564 70.75963 84.08099 68.14658
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
160.000 = =
| |
| |
| |
| |
| |
| |
| |
| |
| |
120.000 = =
| |
| |
RAINFALL | |
| |
IN | ##### |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = # # =
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # ##### |
40.000 = # ##### =
| # # |
| ##### # |
| # # |
| # ##### |
| # ###### |
##### # |
# ######### |
# ##### |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 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 28.2002 50.0000 1330.0000
N2 35.9727 50.0000 0.0000
N3 44.1462 50.0000 0.0000
N4 50.0000 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 50.0000 50.0000 0.0000
N12 37.3448 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 33.5015 50.0000 0.0000
N15 50.0000 50.0000 0.0000
N24 38.3132 50.0000 0.0000
N25 50.0000 50.0000 0.0000
N26 35.7816 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 50.0000 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 47.4925 50.0000 0.0000
N35 42.7988 50.0000 0.0000
N36 50.0000 50.0000 0.0000
N37 41.4880 50.0000 0.0000
N38 45.9532 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 32.7056 50.0000 0.0000
N42 20.5756 50.0000 0.0000
N43 45.7597 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 50.0000 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 50.0000 50.0000 0.0000
N47 50.0000 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 50.0000 50.0000 0.0000
N52 34.0619 50.0000 0.0000
N53 31.4428 50.0000 0.0000
N54 50.0000 50.0000 0.0000
N55 1.0324 2.5809 765.0000
N56 2.4078 6.0196 19505.0000
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 50.0000 50.0000 0.0000
N63 8.4526 21.1314 0.0000
N64 50.0000 50.0000 0.0000
N65 50.0000 50.0000 0.0000
N66 50.0000 50.0000 0.0000
N67 16.7363 41.8408 0.0000
N68 12.5211 31.3027 0.0000
D1 22.9753 50.0000 0.0000
The junction requiring the smallest time step was...N56
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 4.3168 4.3168 12.4424 0.0833 0.0046 0.0408 Normal Soln
L2 4.9007 4.9007 15.2956 0.0000 0.0044 0.0301 Normal Soln
L3 7.3851 7.3851 35.8503 0.0000 0.0051 0.0441 Normal Soln
L4 6.8379 6.8379 30.2992 0.0000 0.0064 0.1237 Normal Soln
L5 4.2203 4.2203 21.2505 0.0000 0.0057 0.1738 Normal Soln
L6 4.2576 4.2576 37.0201 0.0000 0.0060 0.0373 Normal Soln
L7 3.7861 3.7861 50.0000 4.0833 0.0105 0.0280 Normal Soln
L8 3.1676 3.1676 50.0000 233.0000 0.0171 0.0422 Normal Soln
L9 6.9907 6.9907 30.8445 0.0000 0.0066 0.3649 Normal Soln
L10 4.3682 4.3682 49.7048 5.9167 0.0069 0.0088 Normal Soln
L11 6.4083 6.4083 50.0000 0.0000 0.0323 0.0343 Normal Soln
L12 5.3940 5.3940 50.0000 0.0000 0.0572 0.0359 Normal Soln
L13 5.7920 5.7920 50.0000 0.0000 0.0461 0.0842 Normal Soln
L14 5.0991 5.0991 22.0259 0.0000 0.0283 0.7530 Normal Soln
L15 6.1897 6.1897 31.9316 0.0000 0.0422 0.0671 Normal Soln
L24 9.6014 9.6014 34.5652 0.0000 0.0226 0.0591 Normal Soln
L25 6.7637 6.7637 31.5480 0.0000 0.0362 0.0370 Normal Soln
L26 5.5425 5.5425 19.0844 0.0000 0.0237 0.0904 Normal Soln
L27 5.5566 5.5566 21.2918 0.0000 0.0337 0.0086 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0033 0.0054 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0046 0.0144 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0050 0.0168 Normal Soln
L31 38.4930 38.4930 50.0000 0.0000 0.0115 0.0374 Normal Soln
L32 7.8446 7.8446 27.3753 0.0000 0.0094 0.3100 Normal Soln
L33 7.4392 7.4392 31.1381 0.0000 0.0021 0.0307 Normal Soln
L34 7.6441 7.6441 50.0000 0.0000 0.0145 0.1366 Normal Soln
L35 9.6720 9.6720 31.5795 0.0000 0.0186 0.0236 Normal Soln
L36 6.3167 6.3167 12.5373 0.0000 0.0188 0.0061 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.6057 9.6057 49.6459 0.0000 0.0186 0.0141 Normal Soln
L38 5.1569 5.1569 18.3360 0.0000 0.0352 0.3428 Normal Soln
L39 3.6122 3.6122 15.3423 0.0000 -0.0359 0.0317 Normal Soln
L41 20.2975 20.2975 50.0000 0.0000 0.0270 0.2884 Normal Soln
4243 23.5682 23.5682 50.0000 0.0000 0.0178 0.1267 Normal Soln
4344 19.5616 19.5616 50.0000 0.0000 0.0164 0.1137 Normal Soln
6869 6.7251 6.7251 45.1053 0.0000 0.0096 0.1763 Normal Soln
4445 12.3869 12.3869 50.0000 0.0000 0.0175 0.0847 Normal Soln
4546 9.1121 9.1121 23.8959 0.0000 0.0238 0.0778 Normal Soln
4647 6.3731 6.3731 21.9967 0.0000 0.0201 0.3807 Normal Soln
4754 11.4640 11.4640 35.8614 0.0000 0.0210 0.1069 Normal Soln
4849 6.3855 6.3855 17.6369 0.0000 0.0038 0.0167 Normal Soln
4950 3.3159 3.3159 14.8003 0.0000 0.0036 0.0131 Normal Soln
5051 9.9667 9.9667 27.4241 0.0000 0.0046 0.0238 Normal Soln
5152 3.0094 3.0094 10.6822 0.0000 -0.0621 0.0208 Normal Soln
5253 8.7759 8.7759 21.0262 0.0000 -0.0084 0.0285 Normal Soln
5354 12.2222 12.2222 50.0000 0.0000 -0.0177 0.0212 Normal Soln
5462 4.0006 4.0006 44.1423 0.0000 0.0233 0.0632 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 12.4872 12.4872 35.3843 0.0000 0.0018 0.0195 Normal Soln
5960 12.7286 12.7286 32.0364 0.0000 0.0018 0.0180 Normal Soln
6061 12.3489 12.3489 50.0000 0.0000 0.0016 0.0091 Normal Soln
6162 12.4438 12.4438 25.0399 0.0000 0.0025 0.0082 Normal Soln
6465 11.5662 11.5662 35.9661 0.0000 0.0195 0.0969 Normal Soln
6566 12.1634 12.1634 50.0000 0.0000 -0.0399 0.1476 Normal Soln
6667 16.2405 16.2405 50.0000 0.0000 0.0114 0.1644 Normal Soln
L595 1.8201 1.8201 43.6645 0.0000 0.0327 0.1583 Normal Soln
5556ova 15.2459 15.2459 31.5149 0.0000 0.0009 0.0036 Normal Soln
5556unda 3.2007 3.2007 8.5460 0.0000 -0.0073 1.8209 Normal Soln
5663ova 50.0000 50.0000 50.0000 0.0000 0.0010 0.0158 Normal Soln
5663und 15.4748 15.4748 39.1703 0.0000 0.0037 2.2607 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6364und 17.1046 17.1046 29.2435 0.0000 -0.0745 2.0199 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.5407 1.5407 3.9834 32.7500 0.0051 1.2545 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.5760 1.5760 4.4571 84.1667 0.0036 1.1753 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...................................6364und
*===============================================*
* 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/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 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/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.19 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.11 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.33 /
6566/ 0.17 / 6667/ 0.03 / 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/ 0.35 / 6768ova/ 0.00 /
6768und/ 0.51 /
Conduit/ Width
L1/ 0.09 / L2/ 0.10 / L3/ 0.14 /
L4/ 0.85 / L5/ 2.87 / L6/ 5.13 /
L7/ 10.77 / L8/ 16.94 / L9/ 2.01 /
L10/ 5.87 / L11/ 10.46 / L12/ 12.63 /
L13/ 13.24 / L14/ 0.47 / L15/ 4.24 /
L24/ 0.94 / L25/ 1.24 / L26/ 0.94 /
L27/ 1.40 / L28/ 0.20 / L29/ 0.44 /
L30/ 2.23 / L31/ 2.03 / L32/ 0.81 /
L33/ 0.07 / L34/ 4.05 / L35/ 0.70 /
L36/ 0.45 / W2637/ 0.00 / L37/ 1.66 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.47 / 4344/ 1.37 / 6869/ 2.30 /
4445/ 2.38 / 4546/ 0.70 / 4647/ 2.24 /
4754/ 1.40 / 4849/ 0.23 / 4950/ 0.51 /
5051/ 0.26 / 5152/ 0.52 / 5253/ 0.21 /
5354/ 1.27 / 5462/ 2.58 / 5657/ 0.00 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.42 / 6162/ 0.04 / 6465/ 0.86 /
6566/ 1.30 / 6667/ 4.13 / L595/ 3.25 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.00 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.00 /
6768und/ 0.51 /
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/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.07 / N46/ 0.14 / N47/ 0.13 /
N48/ 0.01 / N49/ 0.00 / 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/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.13 / N65/ 0.15 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.02 /
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/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.56 / N2/ 0.44 / N3/ 0.51 /
N4/ 0.69 / N5/ 0.64 / N6/ 0.62 /
N7/ 1.16 / N8/ 1.69 / N9/ 2.12 /
N10/ 1.81 / N11/ 0.87 / N12/ 1.47 /
N13/ 2.07 / N14/ 2.62 / N15/ 0.29 /
N24/ 0.50 / N25/ 0.43 / N26/ 0.71 /
N27/ 0.40 / N28/ 0.20 / N29/ 0.26 /
N30/ 0.25 / N31/ 0.48 / N32/ 0.76 /
N33/ 0.29 / N34/ 0.72 / N35/ 0.78 /
N36/ 0.52 / N37/ 0.63 / N38/ 0.92 /
N39/ 0.87 / N41/ 0.84 / N42/ 0.86 /
N43/ 0.84 / N44/ 0.67 / N45/ 0.90 /
N69/ 1.14 / N46/ 0.90 / N47/ 0.82 /
N48/ 0.26 / N49/ 0.24 / N50/ 0.30 /
N51/ 0.25 / N52/ 0.38 / N53/ 0.53 /
N54/ 0.88 / N55/ 0.98 / N56/ 1.07 /
N57/ 0.00 / N58/ 0.09 / N59/ 0.13 /
N60/ 0.08 / N61/ 0.34 / N62/ 1.14 /
N63/ 0.26 / N64/ 0.87 / N65/ 1.29 /
N66/ 1.58 / N67/ 1.74 / N68/ 1.15 /
D1/ 1.31 /
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/ 2.61 / L11/ 5.02 / L12/ 9.61 /
L13/ 11.80 / 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/ 0.17 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.21 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.17 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.19 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.12 / 6667/ 0.65 / L595/ 0.24 /
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/ 5.65 / L6/ 18.87 /
L7/ 69.60 / L8/ 143.49 / L9/ 0.30 /
L10/ 26.07 / L11/ 82.83 / L12/ 158.65 /
L13/ 206.51 / L14/ 0.28 / L15/ 4.05 /
L24/ 0.76 / L25/ 0.99 / L26/ 0.84 /
L27/ 2.13 / L28/ 1.82 / L29/ 5.03 /
L30/ 25.18 / L31/ 11.07 / L32/ 1.06 /
L33/ 0.01 / L34/ 4.50 / L35/ 1.05 /
L36/ 0.55 / W2637/ 0.00 / L37/ 3.93 /
L38/ 3.28 / L39/ 3.60 / L41/ 6.99 /
4243/ 5.57 / 4344/ 3.91 / 6869/ 4.25 /
4445/ 5.26 / 4546/ 1.26 / 4647/ 3.38 /
4754/ 2.75 / 4849/ 0.12 / 4950/ 0.17 /
5051/ 0.20 / 5152/ 0.20 / 5253/ 0.17 /
5354/ 3.09 / 5462/ 2.32 / 5657/ 0.00 /
5758/ 0.18 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.14 / 6162/ 0.05 / 6465/ 1.99 /
6566/ 4.37 / 6667/ 32.65 / L595/ 1.45 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 1.70 /
6264ova/ 0.00 / 6264und/ 0.52 / 6768ova/ 0.00 /
6768und/ 0.40 /
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/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.04 / 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/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.75/ 88.22/
6566/ 88.22/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.77/
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/ 88.77/ 88.75 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 15351
Total number of time steps during simulation.... 9870
Ratio of actual # of time steps / NTCYC......... 2.285
Average number of iterations per time step...... 1.555
Average time step size(seconds)................ 2.188
Smallest time step size(seconds)................ 1.000
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 3.105
Average minimum implicit time step (sec)........ 2.931
Average minimum junction time step (sec)........ 2.931
Average Courant Factor Tf....................... 2.931
Number of times omega reduced................... 137
*=========================================================*
| 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 1.09 10801 0 6 0 0 0
N2 0 1.10 10883 0 6 0 0 0
N3 0 1.09 10771 0 8 0 0 0
N4 0 1.12 11067 0 6 0 0 0
N5 0 1.24 12280 0 12 1 0 0
N6 0 1.56 15375 0 10 2 0 0
N7 0 2.39 23609 0 16 9 0 0
N8 0 3.13 30920 100 17 67 0 0
N9 0 2.46 24262 0 23 22 0 0
N10 0 1.11 10908 0 7 0 0 0
N11 0 1.77 17495 0 31 3 1 0
N12 0 2.57 25405 1 11 2 0 0
N13 0 2.95 29074 0 25 14 1 0
N14 0 2.35 23178 8 24 14 0 0
N15 0 1.09 10796 0 7 0 0 0
N24 0 1.11 10938 0 14 1 0 0
N25 0 1.11 10948 0 6 0 0 0
N26 0 1.18 11607 0 10 1 0 0
N27 0 1.14 11213 0 6 0 0 0
N28 0 1.06 10499 0 5 0 0 0
N29 0 1.10 10906 0 13 1 0 0
N30 0 1.16 11447 0 14 1 0 0
N31 0 1.09 10728 0 15 2 0 0
N32 0 1.12 11008 0 7 0 0 0
N33 0 1.09 10773 0 6 0 0 0
N34 0 1.19 11696 0 6 0 0 0
N35 0 1.25 12344 0 6 0 0 0
N36 0 1.11 10993 0 6 0 0 0
N37 0 1.16 11436 0 7 0 0 0
N38 0 1.20 11861 0 19 1 0 0
N39 0 1.16 11440 0 9 0 0 0
N41 0 1.21 11989 0 9 0 0 0
N42 0 1.18 11614 3 18 1 0 0
N43 0 1.20 11842 0 6 0 0 0
N44 0 1.18 11667 0 6 0 0 0
N45 0 1.16 11498 0 6 0 0 0
N69 0 1.21 11957 1 8 0 0 0
N46 0 1.19 11725 0 6 0 0 0
N47 0 1.18 11687 0 6 0 0 0
N48 0 1.09 10731 0 5 0 0 0
N49 0 1.13 11130 0 6 0 0 0
N50 0 1.12 11089 0 8 0 0 0
N51 0 1.15 11320 0 6 0 0 0
N52 0 1.16 11481 0 10 1 0 0
N53 0 1.41 13909 0 6 0 0 0
N54 0 1.53 15117 0 9 0 0 0
N55 0 1.06 10418 0 7 0 0 0
N56 0 1.11 10914 0 12 1 0 0
N57 0 1.00 9870 0 1 0 0 0
N58 0 1.04 10289 0 6 0 0 0
N59 0 1.09 10710 0 6 0 0 0
N60 0 1.09 10737 0 6 0 0 0
N61 0 1.09 10747 0 13 1 0 0
N62 0 2.00 19755 0 7 0 0 0
N63 0 1.13 11201 3 20 1 0 0
N64 0 1.13 11156 1 7 0 0 0
N65 0 1.16 11459 0 6 0 0 0
N66 0 1.21 11911 0 6 0 0 0
N67 0 1.24 12287 0 6 0 0 0
N68 0 1.17 11533 0 6 0 0 0
D1 0 1.79 17622 20 7 0 0 0
Total number of iterations for all junctions.. 806026
Minimum number of possible iterations......... 602070
Efficiency of the simulation.................. 1.34
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 103.3901 0 25 0.0000 6.6099 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.1514 0 25 0.0000 7.8486 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.8854 0 25 0.0000 9.1146 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.1475 0 25 0.0000 9.8525 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.6832 0 25 0.0000 10.3168 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.4827 0 26 0.0000 10.5173 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.4863 0 26 0.0000 10.5137 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.4867 0 26 0.0000 10.5133 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.4869 0 26 0.0000 10.5131 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8067 0 26 0.0000 11.1933 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5712 0 25 0.0000 12.4288 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5714 0 25 0.0000 12.4286 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5715 0 26 0.0000 12.4285 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5717 0 25 0.0000 12.4283 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.7482 0 26 0.0000 15.2518 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5274 0 27 0.0000 15.4726 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0178 0 26 0.0000 15.9822 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.5611 0 27 0.0000 16.4389 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1419 0 27 0.0000 16.8581 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.6998 0 28 0.0000 9.3002 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.7606 0 28 0.0000 6.2394 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7547 0 32 0.0000 4.2453 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 97.9827 0 31 0.0000 12.0173 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.5613 0 33 0.0000 14.4387 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.7981 0 25 0.0000 12.2019 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.7902 0 33 0.0000 15.2098 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7467 0 33 0.0000 15.2533 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5047 0 33 0.0000 16.4953 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 92.9433 0 30 0.0000 17.0567 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 92.9233 0 29 0.0000 17.0767 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.8502 0 30 0.0000 17.1498 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.7231 0 30 0.0000 17.2769 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.3445 0 31 0.0000 17.6555 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.4922 0 33 0.0000 18.5078 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.6749 0 35 0.0000 19.3251 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6012 0 34 0.0000 19.3988 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.8246 0 54 0.0000 21.1754 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.2351 0 38 0.0000 19.7649 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.1366 0 41 0.0000 9.8634 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8362 0 25 0.0000 8.1638 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6465 0 25 0.0000 8.3535 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6293 0 25 0.0000 8.3707 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.3244 0 25 0.0000 8.6756 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3096 0 25 0.0000 8.6904 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.0613 0 42 0.0000 8.9387 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.0610 0 42 0.0000 8.9390 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.8991 0 25 0.0000 10.1009 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.4736 0 26 0.0000 10.5264 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5299 0 25 0.0000 6.4701 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7288 0 25 0.0000 7.2712 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2422 0 25 0.0000 7.7578 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8363 0 26 0.0000 8.1637 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.0591 0 43 0.0000 8.9409 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 96.0120 0 25 0.0000 2.9880 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.5023 0 41 0.0000 9.4977 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.3720 0 53 0.0000 9.6280 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.3564 0 54 0.0000 9.6436 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.3497 0 54 0.0000 9.6503 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.9850 0 54 0.0000 10.0150 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.0588 0 42 0.0000 19.9412 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 0.4739 0 25 0.8439 0 25 0.0199 103.3901 102.1514 .2800 .2207
L2 31.3792 2.1255 2000.000 0.4713 0 25 0.7195 0 25 0.0150 102.1514 100.8854 .2207 .2527
L3 21.1637 1.3610 2000.000 0.4665 0 25 0.4464 0 25 0.0220 100.8854 100.1475 .2527 .3438
L4 14.8201 1.0611 2000.000 0.9118 0 25 0.5282 0 25 0.0615 100.1475 99.6832 .3438 .3216
L5 14.1212 0.8828 2000.000 0.9054 0 25 0.4706 0 25 0.0641 99.6832 99.4827 .3216 .3113
L6 107.6004 6.2312 2000.000 0.9054 0 25 0.2755 0 25 0.0084 99.4827 99.4863 .3113 .5782
L7 212.9831 7.4760 2500.000 0.8968 0 26 0.0952 0 26 0.0042 99.4863 99.4867 .4625 .6747
L8 226.7844 7.2108 2500.000 1.0114 0 25 0.0545 0 25 0.0045 99.4867 99.4869 .6747 .8468
L9 5.4768 0.2939 750.0000 0.9950 0 26 0.3242 0 26 0.1817 99.4869 99.3538 .3559 .1918
L10 230.8083 6.4948 2000.000 0.9949 0 26 0.2012 0 26 0.0043 98.8067 97.5712 .0534 .4356
L11 134.5580 5.4468 2000.000 0.9989 0 26 0.1158 0 26 0.0074 97.5712 97.5714 .4356 .7357
L12 167.9513 6.1283 2500.000 1.0041 0 26 0.0733 0 26 0.0060 97.5714 97.5715 .5886 .8286
L13 106.1819 4.1041 2750.000 1.3925 0 26 0.0852 0 26 0.0131 97.5715 97.5717 .7533 .9533
L14 3.7006 0.2681 800.0000 1.3918 0 26 0.4540 1 16 0.3761 97.5717 97.5184 .5396 .4855
L15 41.4767 1.7788 1500.000 1.3894 0 26 0.4072 0 26 0.0335 94.7482 94.5274 .1921 .3316
L24 46.8109 1.7908 2000.000 1.3823 0 27 0.5786 0 27 0.0295 94.5274 94.0178 .2487 .2139
L25 97.5504 2.8638 2500.000 1.8045 0 26 0.5072 0 26 0.0185 94.0178 93.5611 .1711 .2844
L26 39.8090 1.2386 3000.000 1.7994 0 27 0.7860 0 27 0.0452 93.5611 93.1419 .2370 .1340
L27 416.5903 6.9969 3500.000 1.7988 0 27 0.6810 0 25 0.0043 93.1419 92.9233 .1148 .2638
L28 142.9406 2.4129 2000.000 0.3881 0 28 0.5470 0 34 0.0027 120.6998 113.7606 .0999 .1303
L29 111.2914 2.2238 2000.000 0.7920 0 30 0.7702 0 30 0.0071 113.7606 105.7547 .1303 .1274
L30 121.4510 2.4983 2000.000 1.0222 0 32 0.5390 0 33 0.0084 105.7547 97.9827 .1274 .2414
L31 81.3908 1.8198 2000.000 1.5279 0 31 0.4973 0 26 0.0188 97.9827 95.5613 .2414 .3807
L32 10.6189 1.0497 1500.000 1.6427 0 33 0.7690 0 34 0.1547 95.5613 94.7902 .5075 .4801
L33 13.2107 0.8025 900.0000 0.1927 0 25 0.3225 0 24 0.0146 97.7981 97.2670 .3201 .1633
L34 27.1462 0.7567 2000.000 1.7494 0 32 0.2289 0 32 0.0644 94.7902 94.7467 .3601 .3884
L35 151.1332 2.3985 2800.000 1.7520 0 34 0.6808 0 19 0.0116 94.7467 93.5047 .2774 .1874
L36 604.2278 7.2058 3400.000 1.8377 0 33 1.4357 0 23 0.0030 93.5047 92.9433 .1543 .1863
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 92.9433 92.9433 .0000 .0000
L37 268.7941 4.1638 3600.000 1.8575 0 33 0.4734 0 42 0.0069 92.9433 92.9233 .1759 .2565
L38 20.3679 0.8611 2000.000 3.4764 0 29 0.7636 0 27 0.1707 92.9233 92.8502 .4616 .4351
L39 220.6626 2.1612 4000.000 -3.4690 0 29 -0.6518 0 28 -0.0157 92.8502 92.7231 .1675 .1858
L41 24.3580 0.8853 2000.000 3.4554 0 30 0.4953 0 30 0.1419 92.7231 92.3445 .4216 .4322
4243 57.3946 1.4914 2000.000 3.6418 0 32 0.6514 0 31 0.0635 92.3445 91.4922 .4322 .4211
4344 63.4676 1.7564 2000.000 3.6148 0 34 0.7483 0 33 0.0570 91.4922 90.6749 .4211 .3374
6869 43.1813 0.6276 2800.000 3.8127 0 54 0.4434 0 54 0.0883 88.9850 88.8246 .4089 .4088
4445 86.8567 1.9041 2500.000 3.6847 0 35 0.4437 0 35 0.0424 90.6749 90.6012 .2700 .3605
4546 96.3889 3.0307 2500.000 3.7564 0 35 1.0485 0 24 0.0390 90.6012 90.2351 .3605 .3580
4647 19.5453 0.7456 2500.000 3.7292 0 36 0.9092 0 34 0.1908 90.2351 90.1366 .3580 .3267
4754 69.8137 1.6227 2500.000 3.7197 0 35 0.8645 0 31 0.0533 90.1366 90.0610 .3267 .3524
4849 68.7768 2.2981 2000.000 0.5735 0 25 0.6805 0 25 0.0083 90.8362 90.6465 .1281 .1182
4950 88.3261 2.2234 2360.000 0.5731 0 25 0.4054 0 25 0.0065 90.6464 90.6293 .1002 .1268
5051 69.6722 2.5632 2000.000 0.8242 0 25 0.6928 0 25 0.0118 90.6293 90.3244 .1496 .1272
5152 86.0599 3.2001 2000.000 0.8194 0 25 0.5625 0 32 0.0095 90.3244 90.3096 .1272 .1898
5253 70.2593 2.7867 2000.000 0.8939 0 25 0.9512 0 26 0.0127 90.3096 90.0613 .1898 .2657
5354 215.9379 3.0206 2500.000 0.8843 0 26 0.3470 0 23 0.0041 90.0613 90.0610 .2125 .3204
5462 217.9611 2.6925 2500.000 3.9273 0 40 0.2720 2 19 0.0180 90.0610 90.0591 .3204 .4556
5657 69.9273 5.9238 Section 4
400.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 99.2300 .0000 .0000
5758 51.4571 6.0705 500.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 92.5299 .0000 .0000
5859 18.9395 2.2745 1000.000 0.1828 0 25 0.5087 0 25 0.0097 92.5299 91.7288 .0899 .1288
5960 27.1929 2.5298 1000.000 0.2431 0 25 0.5308 0 25 0.0089 91.7288 91.2422 .1288 .0822
6061 52.8129 3.1658 1000.000 0.2409 0 25 0.1277 0 25 0.0046 91.2422 90.8363 .0822 .3363
6162 84.2671 4.7255 2000.000 0.3202 0 26 1.2009 0 18 0.0038 90.8363 90.0591 .1682 .5695
6465 90.4168 2.4565 2400.000 4.3895 0 41 0.8897 0 16 0.0485 89.5023 89.3720 .3634 .5383
6566 57.6108 1.7304 2400.000 4.1680 0 42 0.6689 0 26 0.0723 89.3720 89.3564 .5383 .6568
6667 54.3218 0.8545 2400.000 3.9269 0 48 0.2465 0 13 0.0723 89.3564 89.3497 .6568 .7249
L595 217.9611 2.6925 2500.000 4.0560 0 42 0.1915 0 1 0.0186 90.0591 90.0588 .4556 .5235
5556ova 8.0165 3.7039 500.0000 0.0145 0 25 0.5078 0 25 0.0018 99.8991 99.4736 .0981 .1471
5556unda 0.2730 2.4721 375.0000 0.2089 0 25 1.8722 0 25 0.7652 99.8991 99.4736 2.610 2.676
5663ova 7.0634 3.0050 500.0000 0.0558 0 26 0.7055 0 26 0.0079 99.4736 98.0724 .1471 .1449
5663und 0.2114 1.9145 375.0000 0.2306 0 26 2.1190 0 26 1.0905 99.4736 97.3402 2.862 .9071
6364ova 109.2892 6.1392 1800.000 0.0000 0 0 0.0000 0 0 0.0000 89.5023 89.5023 .0000 .0000
6364und 0.6735 4.2350 450.0000 0.4689 0 25 3.7638 0 22 0.6962 96.0120 89.5023 .5822 1.938
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.5023 89.5023 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.0150 0 42 2.2594 0 43 0.6229 90.0588 89.5023 1.200 .8002
6768ova 22.4678 1.2234 600.0000 0.0000 0 0 0.0000 0 0 0.0000 88.9850 88.9850 .0000 .0000
6768und 3.2349 3.4667 1090.000 1.9065 0 54 2.0192 0 53 0.5894 89.3497 88.9850 1.274 1.050
FREE # 1 Undefnd Undefnd Undefn 3.8127 0 54
*==================================================*
| 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 0.2273 0.5617 0.4221
L2 0.0000 360.0000 0.0000 0.0000 0.2223 0.6564 0.3398
L3 0.0000 360.0000 0.0000 0.0000 0.2779 1.0459 0.2660
L4 0.0000 360.0000 0.0000 0.0000 0.3199 1.7285 0.3507
L5 0.0000 360.0000 0.0000 0.0000 0.3528 1.9241 0.2975
L6 0.0000 360.0000 0.0000 0.0000 0.4039 3.2954 0.2447
L7 0.0000 360.0000 0.0000 0.0000 0.6901 9.4306 0.1353
L8 0.0000 360.0000 0.0000 0.0000 0.9512 18.5985 0.1033
L9 0.0000 0.0000 0.0000 360.0000 0.1205 3.0690 0.0666
L10 0.0000 360.0000 0.0000 0.0000 0.3369 4.9461 0.0983
L11 0.0000 360.0000 0.0000 0.0000 0.5700 8.6271 0.1356
L12 0.0000 360.0000 0.0000 0.0000 0.8607 13.7071 0.1298
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.3381 0.2000
L14 0.0000 0.0000 0.0000 360.0000 0.2130 3.2224 0.1771
L15 0.0000 360.0000 0.0000 0.0000 0.2828 3.4300 0.1592
L24 0.0000 360.0000 0.0000 0.0000 0.2219 2.3895 0.2676
L25 0.0000 360.0000 0.0000 0.0000 0.3348 3.5672 0.2881
L26 0.0000 360.0000 0.0000 0.0000 0.3493 2.2894 0.4373
L27 0.0000 360.0000 0.0000 0.0000 0.3357 2.7746 0.4330
L28 0.0000 360.0000 0.0000 0.0000 0.1644 0.7240 0.1234
L29 0.0000 360.0000 0.0000 0.0000 0.2006 1.0285 0.1960
L30 0.0000 360.0000 0.0000 0.0000 0.2829 1.8987 0.1984
L31 0.0000 360.0000 0.0000 0.0000 0.3215 3.1417 0.3030
L32 0.0000 360.0000 0.0000 0.0000 0.3578 2.1414 0.5682
L33 0.0000 0.0000 0.0000 360.0000 0.0973 0.5999 0.0699
L34 0.0000 360.0000 0.0000 0.0000 0.4292 7.6462 0.1713
L35 0.0000 360.0000 0.0000 0.0000 0.2235 2.7105 0.4196
L36 0.0000 360.0000 0.0000 0.0000 0.2017 1.6731 0.6683
W2637 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0000 360.0000 0.0000 0.0000 0.3928 4.2517 0.3473
L38 0.0000 360.0000 0.0000 0.0000 0.3859 4.5955 0.6793
L39 0.0000 107.0417 252.9583 0.0000 0.4354 5.3494 0.4584
L41 0.0000 360.0000 0.0000 0.0000 0.4742 6.9881 0.4221
4243 0.0000 360.0000 0.0000 0.0000 0.3622 5.6036 0.5536
4344 1.2917 358.7083 0.0000 0.0000 0.3245 4.8328 0.5671
6869 12.9167 347.0833 0.0000 0.0000 0.6401 8.5986 0.5076
4445 0.2083 359.7917 0.0000 0.0000 0.4927 8.3064 0.3496
4546 0.2083 359.7917 0.0000 0.0000 0.3160 4.1047 0.8198
4647 1.2917 358.7083 0.0000 0.0000 0.4889 4.2823 0.7526
4754 0.2083 359.7917 0.0000 0.0000 0.4309 5.9689 0.5846
4849 0.2083 359.7917 0.0000 0.0000 0.1446 0.8430 0.1675
4950 1.0833 358.9167 0.0000 0.0000 0.1973 1.4139 0.1086
5051 0.2083 359.7917 0.0000 0.0000 0.1474 1.1901 0.1914
5152 1.1667 358.8333 0.0000 0.0000 0.2276 1.7130 0.1516
5253 0.2083 359.7917 0.0000 0.0000 0.2118 1.5876 0.2432
5354 1.0417 354.0000 0.0000 4.9583 0.5493 13.7812 0.0541
5462 6.0417 353.9583 0.0000 0.0000 0.8011 22.4229 0.1700
5657 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.2083 359.7917 0.0000 0.0000 0.0870 0.3595 0.0556
5960 0.2083 359.7917 0.0000 0.0000 0.0635 0.4582 0.0559
6061 1.1250 358.8750 0.0000 0.0000 0.1348 1.8923 0.0266
6162 0.2083 359.7917 0.0000 0.0000 0.2418 2.3309 0.3539
6465 0.2083 359.7917 0.0000 0.0000 0.4268 6.4454 0.7993
6566 1.8333 358.1667 0.0000 0.0000 0.6420 12.6690 0.6159
6667 0.2083 359.7917 0.0000 0.0000 0.8827 31.8912 0.2126
L595 1.1250 358.8750 0.0000 0.0000 1.0053 29.7962 0.1663
5556ova 355.7361 4.2639 0.0000 0.0000 0.0278 0.0295 0.0293
5556unda 0.2083 40.5833 0.0000 319.2083 0.1084 0.1136 1.8494
5663ova 347.6389 0.0000 0.0000 12.3611 0.0358 0.0791 0.0515
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1088 1.4978
6364ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6364und 0.2083 359.7917 0.0000 0.0000 0.1182 0.1247 1.8556
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.7500 358.2500 0.0000 0.0000 0.3284 0.8958 2.4629
6768ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768und 12.8750 347.1250 0.0000 0.0000 0.3315 0.9571 2.5590
*===========================================*
| 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 0.0405 874.1124 0.0009 1.0000 0.3046 0.0630 0.0859 12.9358
L2 0.0405 875.7745 0.0009 1.0000 0.2592 0.0614 0.1013 12.9358
L3 0.0406 877.1468 0.0011 1.0000 0.1641 0.0767 0.1575 12.9358
L4 0.0771 1664.4886 0.0016 1.0000 0.0818 0.1127 0.3221 12.9358
L5 0.0772 1668.4878 0.0022 1.0000 0.0373 0.2166 0.8158 12.9358
L6 0.0773 1669.4681 0.0037 1.0000 0.0157 0.3236 2.1951 3.0326
L7 0.0773 1668.6460 0.0057 1.0000 0.0037 0.6015 7.3178 3.0186
L8 0.0867 1873.0178 0.0087 1.0000 0.0017 0.8513 15.4075 3.0183
L9 0.0868 1874.5452 0.0017 1.0000 0.2332 0.0351 0.5308 6.4679
L10 0.0869 1876.1296 0.0019 1.0000 0.0377 0.2450 3.4383 6.6907
L11 0.0864 1865.5907 0.0045 1.0000 0.0052 0.4816 6.4367 3.0235
L12 0.0853 1842.2296 0.0053 1.0000 0.0024 0.7722 11.2553 3.0211
L13 0.1170 2527.4683 0.0085 1.0000 0.0023 0.8555 13.5980 3.0239
L14 0.1164 2513.9310 0.0020 1.0000 0.2304 0.1001 0.5143 6.4679
L15 0.1166 2519.0991 0.0025 1.0000 0.0968 0.0956 0.9192 8.6499
L24 0.1168 2522.4925 0.0023 1.0000 0.2223 0.0644 0.3998 8.6239
L25 0.1539 3324.5320 0.0033 1.0000 0.1659 0.0914 0.6416 8.6432
L26 0.1545 3336.8618 0.0028 1.0000 0.2376 0.0992 0.4463 8.6239
L27 0.1548 3343.2966 0.0030 1.0000 0.1378 0.1240 0.6779 4.3119
L28 0.0468 1010.3380 0.0009 1.0000 0.3431 0.0449 0.1573 8.6239
L29 0.0877 1893.5881 0.0013 1.0000 0.2893 0.0585 0.2531 8.6239
L30 0.1471 3176.5145 0.0018 1.0000 0.2174 0.1104 0.6214 8.6239
L31 0.2090 4515.2440 0.0033 1.0000 0.1493 0.1337 0.8217 8.6239
L32 0.2271 4905.0213 0.0025 1.0000 0.2598 0.1454 0.5249 10.7798
L33 0.0133 287.0457 0.0004 1.0000 0.3598 0.0231 0.0686 12.9358
L34 0.2414 5214.4393 0.0034 1.0000 0.0571 0.1803 2.2829 10.7798
L35 0.2420 5226.9004 0.0026 1.0000 0.3153 0.1153 0.5962 10.7798
L36 0.2541 5487.8620 0.0028 1.0000 0.5994 0.0914 0.3128 3.8807
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1000
L37 0.2547 5502.4784 0.0033 1.0000 0.1601 0.1452 0.9498 3.8807
L38 0.4110 8878.2645 0.0055 1.0000 0.1427 0.1864 1.0858 3.8807
L39 -0.4116 -8891.116 0.0054 1.0000 0.0000 0.1619 1.4064 8.6239
L41 0.4150 8963.2806 0.0049 1.0000 0.1487 0.1703 1.5590 8.6239
4243 0.4418 9543.6150 0.0051 0.9991 0.2204 0.1493 1.1380 5.1401
4344 0.4450 9612.0115 0.0049 0.9965 0.2753 0.1369 1.0103 0.0715
6869 0.6928 14964.907 0.0049 0.9694 0.1211 0.2776 2.5972 0.1483
4445 0.4578 9888.9471 0.0055 0.9993 0.1351 0.1659 2.1271 4.8817
4546 0.4684 10117.153 0.0052 0.9992 0.3556 0.1486 0.8149 3.3526
4647 0.4694 10139.463 0.0052 0.9966 0.1551 0.1996 1.2220 0.0500
4754 0.4776 10316.756 0.0051 0.9992 0.3050 0.1427 1.1567 3.3525
4849 0.0545 1177.4232 0.0010 0.9993 0.3616 0.0366 0.1526 3.4869
4950 0.0546 1179.9362 0.0011 0.9972 0.1508 0.0494 0.3224 0.0522
5051 0.0738 1594.9950 0.0014 0.9993 0.4515 0.0362 0.1925 3.4869
5152 0.0740 1598.7883 0.0017 0.9970 0.2021 0.0543 0.3147 0.0504
5253 0.0800 1727.3075 0.0015 0.9993 0.6364 0.0484 0.2555 3.4869
5354 0.0807 1743.9839 0.0032 0.9972 0.0853 0.0984 2.2325 0.0507
5462 0.5601 12098.866 0.0091 0.9861 0.2330 0.1739 4.4286 0.0802
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0060 0.0918 0.0350
5859 0.0137 296.4783 0.0004 0.9993 0.3300 0.0159 0.0578 4.1843
5960 0.0178 385.1213 0.0004 0.9993 0.3822 0.0125 0.0632 3.4869
6061 0.0179 387.3047 0.0005 0.9969 0.0831 0.0290 0.3314 0.0501
6162 0.0249 538.2421 0.0006 0.9992 0.2379 0.0641 0.3254 3.3525
6465 0.6498 14036.255 0.0077 0.9993 0.3072 0.1802 1.5018 3.4869
6566 0.6506 14053.507 0.0075 0.9958 0.1575 0.2470 2.8030 0.0600
6667 0.6931 14970.282 0.0072 0.9993 0.0452 0.3346 8.0006 5.5791
L595 0.5852 12640.232 0.0227 0.9969 0.1254 0.2592 6.8938 0.0804
5556ova 0.0001 1.5199 0.0000 0.0151 0.0060 0.0006 0.0006 0.0203
5556unda 0.0189 407.1787 0.0004 0.9992 1.5050 0.0297 0.0165 0.9387
5663ova 0.0010 20.5959 0.0001 0.0431 0.0347 0.0011 0.0020 0.0203
5663und 0.0249 538.2828 0.0004 0.9986 1.2150 0.0353 0.0204 0.6699
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0500
6364und 0.0396 855.4379 0.0014 0.9992 0.9199 0.0591 0.0507 0.9387
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.5851 12639.172 0.0028 0.9954 0.5441 0.1604 0.2939 0.0140
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6768und 0.6924 14955.260 0.0031 0.9694 0.5945 0.1603 0.3466 0.0140
FREE # 1 0.6929 14966.275
*===============================================================*
| 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 0.4701 0.0000 1.2125 0.3950 0.5130 103.3888 102.1486 Max Flow
L2 0.4641 0.0000 0.9550 0.3447 0.4372 102.1489 100.8804 Max Flow
L3 0.4542 0.0000 0.3887 0.3415 0.4993 100.8804 100.1440 Max Flow
L4 0.8961 0.0000 0.4610 0.4045 0.6723 100.1440 99.6744 Max Flow
L5 0.8737 0.0000 0.1961 0.3200 0.6382 99.6744 99.4761 Max Flow
L6 0.8616 0.0000 0.0034 0.3984 0.3429 99.4764 99.4794 Max Flow
L7 0.8471 0.0000 0.0002 0.3617 0.3115 99.4794 99.4797 Max Flow
L8 0.9718 0.0000 0.0000 0.3668 0.3218 99.4797 99.4797 Max Flow
L9 0.9185 0.0000 0.1199 0.1401 0.3364 99.4797 99.3501 Max Flow
L10 0.9144 0.0000 0.0095 0.1111 0.0979 98.8015 97.5704 Max Flow
L11 0.9063 0.0000 0.0005 0.3336 0.3128 97.5704 97.5705 Max Flow
L12 0.8942 0.0000 0.0001 0.3810 0.3463 97.5705 97.5704 Max Flow
L13 1.3418 0.0000 0.0002 0.5499 0.5126 97.5704 97.5703 Max Flow
L14 1.3238 0.0000 0.0396 0.3881 0.4539 97.5704 97.5181 Max Flow
L15 1.3073 0.0000 0.1424 0.1646 0.2775 94.7386 94.5101 Max Flow
L24 1.2481 0.0000 0.4904 0.3241 0.4586 94.5101 94.0075 Max Flow
L25 1.6930 0.0000 0.1982 0.3192 0.4158 94.0075 93.5327 Max Flow
L26 1.6520 0.0000 0.3681 0.3679 0.7345 93.5368 93.1298 Max Flow
L27 1.6651 0.0000 0.0573 0.4034 0.3849 93.1296 92.9232 Max Flow
L28 0.3850 0.0000 4.3170 0.1340 0.1961 120.6989 113.7584 Max Flow
L29 0.7917 0.0000 7.9809 0.1750 0.2535 113.7583 105.7506 Max Flow
L30 1.0119 0.0000 2.3475 0.1757 0.2522 105.7533 97.9791 Max Flow
L31 1.5197 0.0000 0.9991 0.3380 0.4816 97.9817 95.5549 Max Flow
L32 1.6351 0.0000 0.7599 0.5140 0.7466 95.5597 94.7894 Max Flow
L33 0.1910 0.0000 0.5185 0.1465 0.2422 97.7971 97.2665 Max Flow
L34 1.7382 0.0000 0.0438 0.2655 0.6232 94.7894 94.7462 Max Flow
L35 1.7426 0.0000 1.0311 0.5467 0.7280 94.7463 93.5036 Max Flow
L36 1.8310 0.0000 0.4186 0.5325 0.5233 93.5037 92.9264 Max Flow
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
L37 1.8515 0.0000 0.0368 0.4218 0.4996 92.9265 92.9023 Max Flow
L38 3.4695 0.0000 0.0654 0.6056 1.0730 92.9232 92.8501 Max Flow
L39 -0.0167 0.0000 -0.0079 0.0051 0.0162 92.1851 92.1929 Max Flow
L41 3.4418 0.0000 0.3843 0.5184 0.8423 92.7223 92.3383 Max Flow
4243 3.5670 0.0000 0.8399 0.5794 0.8484 92.3332 91.4910 Max Flow
4344 3.6083 0.0000 0.7915 0.5666 0.7974 91.4911 90.6749 Max Flow
6869 3.8117 0.0000 0.1604 0.4920 1.1445 88.9849 88.8245 Max Flow
4445 3.6823 0.0000 0.0817 0.4151 0.6007 90.6749 90.6012 Max Flow
4546 3.7468 0.0000 0.3729 0.7631 0.8961 90.6012 90.2223 Max Flow
4647 3.7102 0.0000 0.1108 0.5469 1.2093 90.2222 90.0956 Max Flow
4754 3.7007 0.0000 0.1534 0.5390 0.7812 90.0954 89.9416 Max Flow
4849 0.5664 0.0000 0.1828 0.1858 0.2489 90.8352 90.6446 Max Flow
4950 0.5589 0.0000 0.0209 0.1333 0.1905 90.6448 90.6279 Max Flow
5051 0.8055 0.0000 0.2943 0.2210 0.2792 90.6279 90.3195 Max Flow
5152 0.7888 0.0000 0.0243 0.1591 0.1907 90.3196 90.3048 Max Flow
5253 0.8587 0.0000 0.5813 0.2579 0.3035 90.3048 89.6577 Max Flow
5354 0.8261 0.0000 0.1097 0.0651 0.1228 89.6577 89.4654 Max Flow
5462 3.8910 0.0000 0.0033 0.1947 0.2764 90.0497 90.0476 Max Flow
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5859 0.1814 0.0000 0.4344 0.0743 0.0885 92.5296 91.7283 Max Flow
5960 0.2396 0.0000 0.4727 0.0890 0.1100 91.7283 91.2412 Max Flow
6061 0.2339 0.0000 0.0101 0.0696 0.0810 91.2413 90.8302 Max Flow
6162 0.3041 0.0000 0.3818 0.3314 0.3293 90.8302 89.4545 Max Flow
6465 4.3714 0.0000 0.1749 0.7794 0.8709 89.5015 89.2255 Max Flow
6566 4.1409 0.0000 0.0337 0.7663 1.0343 89.3108 89.2833 Max Flow
6667 3.9156 0.0000 0.0078 0.5707 1.0336 89.3416 89.3343 Max Flow
L595 4.0079 0.0000 0.0007 0.1987 0.2818 90.0476 90.0472 Max Flow
5556ova 0.0128 0.0000 0.1909 0.0532 0.0459 99.8968 99.4644 Max Flow
5556unda 0.2087 0.1743 0.2575 0.3295 0.2456 99.8968 99.4644 Max Flow
5663ova 0.0381 0.0000 1.3535 0.0665 0.0630 99.4644 98.0630 Max Flow
5663und 0.2299 0.5935 1.5326 0.3398 0.3750 99.4644 97.3398 Max Flow
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6364und 0.4605 1.3724 5.2278 0.4314 0.2732 96.0064 89.3404 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.0028 0.4879 0.0444 0.7989 0.6207 90.0518 89.4991 Max Flow
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6768und 1.9052 0.3470 0.0407 0.7794 0.6016 89.3490 88.9849 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 260.0000 0.0000 100.0000 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 270.0000 0.0000 90.0000 0.0000 0.0000 0.0000 0.0000 None
L14 135.0000 225.0000 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 210.0000 150.0000 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 315.0000 15.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 45.0000 315.0000 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 165.0000 195.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 305.0000 55.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 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 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 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 95.0000 265.0000 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 210.0000 150.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 355.0000 5.0000 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 25.0000 335.0000 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 15.0000 335.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 345.0000 0.0000 0.0000 15.0000 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 350.0000 0.0000 0.0000 0.0000 10.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 10.0000 120.0000 0.0000 0.0000 230.0000 0.0000 None
6768ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 80.0000 140.0000 0.0000 0.0000 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 1.3333 1.3333 0.0000
L2 354.8750 354.8750 0.0000 0.0000
L3 357.7500 357.7500 0.0000 0.0000
L4 304.4167 304.4167 0.0000 0.0000
L5 0.0556 353.4028 0.0000 0.0000
L6 0.0000 344.2292 0.0000 0.0000
L7 0.0000 334.2083 0.0000 0.0000
L8 0.0000 340.0417 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 355.2500 0.0000 0.0000
L12 0.0000 343.1250 0.0000 0.0000
L13 0.0000 355.9583 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 19.6250 19.6250 0.0000 0.0000
L25 357.7500 357.7500 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 161.6667 162.8333 0.0000 0.0000
L29 325.0833 325.0833 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 18.9722 19.0139 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.7917 347.9167 0.0000 0.0000
L35 10.8750 10.8750 0.0000 0.0000
L36 56.5833 56.6667 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 315.2778 359.0000 0.0000 0.0000
L38 0.0417 11.1250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 35.1875 42.5069 0.0000 0.0000
4243 256.2083 256.2083 0.0417 0.0000
4344 0.7917 0.7917 0.0417 0.0000
6869 2.9167 4.7083 0.0000 0.0000
4445 305.6667 357.4167 0.0000 0.0000
4546 0.0000 0.0000 0.0000 0.0000
4647 0.0000 0.0000 0.0000 0.0000
4754 9.7083 32.1875 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
4950 270.2917 358.7917 0.1250 0.0000
5051 0.0000 0.0000 0.0000 0.0000
5152 308.5208 358.7917 0.0833 0.0000
5253 31.6111 31.6111 0.0000 0.0000
5354 305.3333 346.0833 3.3750 0.0000
5462 294.2917 350.6667 0.0417 0.0000
5657 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000
5859 358.0833 358.0833 0.0000 0.0000
5960 0.0000 0.0000 0.0000 0.0000
6061 358.8750 358.8750 0.0833 0.0000
6162 341.7917 341.7917 0.5000 0.0000
6465 348.8333 349.0000 0.0000 0.0000
6566 240.0694 358.1667 0.0000 0.0000
6667 0.2083 346.6667 0.0000 0.0000
L595 227.4167 353.8750 0.0000 0.0000
5556ova 336.3750 336.3750 0.0000 0.0000
5556unda 2.2083 33.4167 340.5208 0.0000
5663ova 0.0833 0.0833 0.0000 0.0000
5663und 0.0000 0.0000 339.2708 0.0000
6364ova 0.0000 0.0000 0.0000 0.0000
6364und 316.1250 316.1250 20.8750 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 5.1667 301.5278 0.3750 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 283.8889 1.0000 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 0.0000 0.8486 0.0000 0.0000 0.4739 0.0000 0.0000 0.5585 0.0000 0.0000 5.8643 0.0000 0.5091
L2 0.0000 0.7199 0.0000 0.0000 0.4713 0.0000 0.0000 0.6547 0.0000 0.0000 7.2016 0.0000 0.4718
L3 0.0000 0.4480 0.0000 0.0000 0.4665 0.0000 0.0000 1.0413 0.0000 0.0000 16.6604 0.0000 0.5941
L4 0.0000 0.5292 0.0000 0.0000 0.9118 0.0000 0.0000 1.7230 0.0000 0.0000 27.5684 0.0000 0.6670
L5 0.0000 0.4710 0.0000 0.0000 0.9054 0.0000 0.0000 1.9225 0.0000 0.0000 19.2247 0.0000 0.6336
L6 0.0610 0.3126 0.0899 0.0197 0.8690 0.0167 0.3223 2.7800 0.1862 3.2876 28.3560 1.8995 0.9078
L7 0.0091 0.0972 0.0187 0.0007 0.8931 0.0030 0.0753 9.1872 0.1619 0.7909 96.4661 1.7004 1.4177
L8 0.0030 0.0545 0.0059 0.0001 1.0112 0.0001 0.0240 18.5462 0.0251 0.2401 185.4622 0.2510 1.8879
L9 0.2166 0.4134 0.4045 0.3005 0.6742 0.0203 1.3877 1.6308 0.0501 13.8769 16.3083 0.5014 0.2123
L10 0.1080 0.2335 0.1093 0.0553 0.8570 0.0827 0.5120 3.6701 0.7566 5.1203 36.7014 7.5658 0.5097
L11 0.0198 0.1310 0.0397 0.0119 0.9596 0.0274 0.6035 7.3265 0.6897 9.9570 120.8874 11.3794 1.1782
L12 0.0094 0.0774 0.0192 0.0044 0.9919 0.0079 0.4657 12.8227 0.4095 7.6842 211.5749 6.7569 1.7652
L13 0.0105 0.0948 0.0215 0.0105 1.3615 0.0205 1.0053 14.3558 0.9526 17.5920 251.2265 16.6701 2.3559
L14 0.0000 0.1733 0.3206 0.0000 0.0670 1.3248 0.0000 0.3867 4.1320 0.0000 3.8666 41.3195 0.4049
L15 0.2093 0.4884 0.1982 0.1169 1.1858 0.0867 0.5584 2.4277 0.4375 7.2594 31.5598 5.6874 0.3885
L24 0.0000 0.5799 0.0000 0.0000 1.3823 0.0000 0.0000 2.3837 0.0000 0.0000 47.6739 0.0000 0.4670
L25 0.2587 0.5459 0.1591 0.0649 1.7125 0.0271 0.2507 3.1367 0.1705 4.0114 50.1869 2.7282 0.5620
L26 0.0000 0.7877 0.0000 0.0000 1.7994 0.0000 0.0000 2.2842 0.0000 0.0000 34.2637 0.0000 0.5841
L27 0.0000 0.6532 0.0328 0.0000 1.7985 0.0003 0.0000 2.7534 0.0087 0.0000 39.9248 0.1258 0.6769
L28 0.0000 0.5389 0.0000 0.0000 0.3881 0.0000 0.0000 0.7202 0.0000 0.0000 96.5092 0.0000 0.2290
L29 0.0000 0.7729 0.0000 0.0000 0.7920 0.0000 0.0000 1.0246 0.0000 0.0000 161.8892 0.0000 0.2549
L30 0.0000 0.5399 0.0000 0.0000 1.0222 0.0000 0.0000 1.8934 0.0000 0.0000 284.0057 0.0000 0.3633
L31 0.0000 0.4869 0.0000 0.0000 1.5279 0.0000 0.0000 3.1377 0.0000 0.0000 279.2571 0.0000 0.6265
L32 0.0000 0.7683 0.0000 0.0000 1.6427 0.0000 0.0000 2.1381 0.0000 0.0000 44.9003 0.0000 0.7428
L33 0.0000 0.3237 0.0000 0.0000 0.1927 0.0000 0.0000 0.5951 0.0000 0.0000 5.9515 0.0000 0.2390
L34 0.0000 0.2335 0.1762 0.0000 1.6476 0.1018 0.0000 7.0551 0.5777 0.0000 123.4646 10.1103 0.7456
L35 0.0000 0.6625 0.0000 0.0000 1.7520 0.0000 0.0000 2.6445 0.0000 0.0000 56.8562 0.0000 0.7041
L36 0.1283 1.1717 0.0000 0.0008 1.8369 0.0000 0.0061 1.5677 0.0000 0.1106 28.2191 0.0000 0.5784
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0509 0.4480 0.0000 0.0045 1.8531 0.0000 0.0876 4.1366 0.0000 2.0583 97.2104 0.0000 0.7750
L38 0.0619 0.7908 0.0000 0.0130 3.4634 0.0000 0.2105 4.3793 0.0000 2.9464 61.3108 0.0000 0.9000
L39 0.0000 0.6538 0.1144 0.0000 3.4668 0.0022 0.0000 5.3025 0.0192 0.0000 53.0251 0.1918 0.7338
L41 0.2145 0.5194 0.2077 0.0649 3.3368 0.0537 0.3028 6.4243 0.2586 16.5001 350.1228 14.0929 0.8523
4243 0.1993 0.8398 0.2259 0.1964 3.2905 0.1549 0.9852 3.9181 0.6856 59.1146 235.0831 41.1376 0.8528
4344 0.3322 0.9963 0.2186 0.4611 3.0805 0.0732 1.3882 3.0919 0.3348 69.4083 154.5969 16.7396 0.7726
6869 0.0000 0.4440 0.0000 0.0000 3.8127 0.0000 0.0000 8.5878 0.0000 0.0000 171.7550 0.0000 1.1448
4445 0.0000 0.4439 0.0000 0.0000 3.6847 0.0000 0.0000 8.3014 0.0000 0.0000 273.9470 0.0000 0.7789
4546 0.4886 1.3433 0.2367 0.9859 2.7641 0.0064 2.0181 2.0576 0.0271 50.4513 51.4407 0.6768 0.8950
4647 0.0000 0.8725 0.0000 0.0000 3.7292 0.0000 0.0000 4.2743 0.0000 0.0000 85.4851 0.0000 0.8585
4754 0.3074 0.6850 0.3840 0.1320 3.3374 0.2503 0.4294 4.8718 0.6518 13.3124 151.0268 20.2062 0.8452
4849 0.0000 0.6843 0.0000 0.0000 0.5735 0.0000 0.0000 0.8381 0.0000 0.0000 10.0570 0.0000 0.2476
4950 0.2278 0.4239 0.2296 0.0130 0.5448 0.0154 0.0570 1.2850 0.0671 0.3418 7.7100 0.4023 0.2654
5051 0.0665 0.6994 0.0667 0.0000 0.8242 0.0000 0.0001 1.1783 0.0002 0.0027 22.3882 0.0029 0.2787
5152 0.3275 0.5398 0.3302 0.0652 0.6570 0.0972 0.1991 1.2170 0.2944 1.1949 7.3021 1.7663 0.3143
5253 0.1595 0.5738 0.1938 0.0025 0.8872 0.0042 0.0159 1.5462 0.0219 0.3172 30.9238 0.4385 0.3866
5354 0.0346 0.0667 0.0465 0.0167 0.8249 0.0427 0.4811 12.3712 0.9185 13.9508 358.7656 26.6360 0.6555
5462 0.1055 0.1829 0.0498 0.1295 3.7683 0.0294 1.2278 20.5981 0.5896 14.7332 247.1774 7.0753 0.9560
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.0000 0.5113 0.0000 0.0000 0.1828 0.0000 0.0000 0.3576 0.0000 0.0000 6.4372 0.0000 0.1079
5960 0.0812 0.5480 0.0000 0.0000 0.2431 0.0000 0.0002 0.4436 0.0000 0.0033 7.5420 0.0000 0.1088
6061 0.0579 0.1282 0.0000 0.0012 0.2397 0.0000 0.0201 1.8698 0.0000 0.3413 31.7860 0.0000 0.2082
6162 0.0456 0.1856 0.0000 0.0365 0.2837 0.0000 0.8019 1.5280 0.0000 24.0571 45.8400 0.0000 0.8786
6465 0.1996 0.6933 0.3239 0.0047 4.3256 0.0591 0.0236 6.2389 0.1826 0.7559 199.6449 5.8442 1.0568
6566 0.0000 0.3599 0.2714 0.0000 2.9702 1.1978 0.0000 8.2528 4.4141 0.0000 288.8489 154.4925 1.4216
6667 0.0968 0.1719 0.0838 1.4621 2.0653 0.3995 15.1043 12.0160 4.7649 755.2158 600.7985 238.2464 1.6507
L595 0.0845 0.1442 0.0408 0.1804 3.8309 0.0447 2.1359 26.5588 1.0962 12.8156 159.3526 6.5771 1.2163
5556ova 0.0000 0.4944 0.0000 0.0000 0.0145 0.0000 0.0000 0.0294 0.0000 0.0000 0.4704 0.0000 0.0592
5663ova 0.0000 0.7172 0.0000 0.0000 0.0558 0.0000 0.0000 0.0777 0.0000 0.0000 6.4522 0.0000 0.0731
6364ova 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
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.0000 1.3918 0.0000 1.3918 10.208 12.402 0.0000 1.3918 0.0000 1.3918 10.208 12.402 0.0000 0.0000 0.0000 None
L2 0.0000 1.6060 0.0000 1.6060 2.9751 5.7503 0.0000 1.6060 0.0000 1.6060 2.9751 5.7503 0.0000 0.0000 0.0000 None
L3 0.0000 2.9792 0.0000 2.9792 5.8553 9.3606 0.0000 2.9792 0.0000 2.9792 5.8553 9.3606 0.0000 0.0000 0.0000 None
L4 0.0000 5.3684 0.0000 5.3684 5.2788 10.445 0.0000 5.3684 0.0000 5.3684 5.2788 10.445 0.0000 0.0000 0.0000 None
L5 0.0000 6.4009 0.0000 6.4009 7.9321 13.166 0.0000 6.4009 0.0000 6.4009 7.9321 13.166 0.0000 0.0000 0.0000 None
L6 1.2753 56.365 1.0861 58.726 7.5333 15.136 1.2753 56.365 1.0861 58.726 7.5333 15.136 0.0000 0.0000 0.0000 None
L7 0.1743 227.99 0.7751 228.94 5.2662 18.363 0.1743 227.99 0.7751 228.94 5.2662 18.363 0.0000 0.0000 0.0000 None
L8 0.03702 526.17 0.07764 526.28 6.5247 25.692 0.03702 526.17 0.07764 526.28 6.5247 25.692 0.0000 0.0000 0.0000 None
L9 2.8186 6.3225 0.1902 9.3314 4.1452 30.282 2.8186 6.3225 0.1902 9.3314 4.1452 30.282 0.0000 0.0000 0.0000 None
L10 2.0159 31.226 3.0121 36.254 10.491 22.668 2.0159 31.226 3.0121 36.254 10.491 22.668 0.0000 0.0000 0.0000 None
L11 2.2675 182.26 5.1959 189.72 6.8223 21.246 2.2675 182.26 5.1959 189.72 6.8223 21.246 0.0000 0.0000 0.0000 None
L12 1.7084 387.44 3.0662 392.22 6.9540 22.223 1.7084 387.44 3.0662 392.22 6.9540 22.223 0.0000 0.0000 0.0000 None
L13 3.8440 496.62 7.4781 507.94 3.6755 21.842 3.8440 496.62 7.4781 507.94 3.6755 21.842 0.0000 0.0000 0.0000 None
L14 0.0000 1.6874 33.366 35.054 4.5416 25.241 0.0000 1.6874 33.366 35.054 4.5416 25.241 0.0000 0.0000 0.0000 None
L15 1.2411 12.590 0.9206 14.752 3.6252 15.441 1.2411 12.590 0.9206 14.752 3.6252 15.441 0.0000 0.0000 0.0000 None
L24 0.0000 8.7718 0.0000 8.7718 6.7715 17.137 0.0000 8.7718 0.0000 8.7718 6.7715 17.137 0.0000 0.0000 0.0000 None
L25 0.6415 16.935 0.2682 17.845 3.8079 14.070 0.6415 16.935 0.2682 17.845 3.8079 14.070 0.0000 0.0000 0.0000 None
L26 0.0000 11.568 0.0000 11.568 6.4345 12.598 0.0000 11.568 0.0000 11.568 6.4345 12.598 0.0000 0.0000 0.0000 None
L27 0.0000 29.804 .004713 29.809 12.068 19.170 0.0000 29.804 .004713 29.809 12.068 19.170 0.0000 0.0000 0.0000 None
L28 0.0000 2.1765 0.0000 2.1765 27.855 32.145 0.0000 2.1765 0.0000 2.1765 27.855 32.145 0.0000 0.0000 0.0000 None
L29 0.0000 3.5138 0.0000 3.5138 24.480 29.520 0.0000 3.5138 0.0000 3.5138 24.480 29.520 0.0000 0.0000 0.0000 None
L30 0.0000 8.2953 0.0000 8.2953 26.789 33.211 0.0000 8.2953 0.0000 8.2953 26.789 33.211 0.0000 0.0000 0.0000 None
L31 0.0000 16.203 0.0000 16.203 25.827 34.173 0.0000 16.203 0.0000 16.203 25.827 34.173 0.0000 0.0000 0.0000 None
L32 0.0000 8.6212 0.0000 8.6212 9.6074 15.364 0.0000 8.6212 0.0000 8.6212 9.6074 15.364 0.0000 0.0000 0.0000 None
L33 0.0000 0.9596 0.0000 0.9596 11.808 16.788 0.0000 0.9596 0.0000 0.9596 11.808 16.788 0.0000 0.0000 0.0000 None
L34 0.0000 32.956 2.0365 34.993 4.7134 22.377 0.0000 32.956 2.0365 34.993 4.7134 22.377 0.0000 0.0000 0.0000 None
L35 0.0000 5.5689 0.0000 5.5689 9.3035 28.682 0.0000 5.5689 0.0000 5.5689 9.3035 28.682 0.0000 0.0000 0.0000 None
L36 .005268 12.272 0.0000 12.277 5.5432 13.052 .005268 12.272 0.0000 12.277 5.5432 13.052 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 None
L37 0.1255 52.139 0.0000 52.265 6.3457 16.790 0.1255 52.139 0.0000 52.265 6.3457 16.790 0.0000 0.0000 0.0000 None
L38 0.2213 58.797 0.0000 59.018 22.144 34.665 0.2213 58.797 0.0000 59.018 22.144 34.665 0.0000 0.0000 0.0000 None
L39 0.0000 31.165 0.01973 31.184 23.823 35.787 0.0000 31.165 0.01973 31.184 23.823 35.787 0.0000 0.0000 0.0000 None
L41 0.8046 41.340 0.6655 42.810 21.142 35.420 0.8046 41.340 0.6655 42.810 21.142 35.420 0.0000 0.0000 0.0000 None
4243 2.0631 34.573 1.6274 38.263 23.914 39.203 2.0631 34.573 1.6274 38.263 23.914 39.203 0.0000 0.0000 0.0000 None
4344 4.5242 30.222 0.7179 35.464 22.548 37.197 4.5242 30.222 0.7179 35.464 22.548 37.197 0.0000 0.0000 0.0000 None
6869 0.0000 42.525 0.0000 42.525 26.983 40.150 0.0000 42.525 0.0000 42.525 26.983 40.150 0.0000 0.0000 0.0000 None
4445 0.0000 74.321 0.0000 74.321 13.138 29.670 0.0000 74.321 0.0000 74.321 13.138 29.670 0.0000 0.0000 0.0000 None
4546 9.5214 26.693 0.06188 36.277 11.714 24.393 9.5214 26.693 0.06188 36.277 11.714 24.393 0.0000 0.0000 0.0000 None
4647 0.0000 52.984 0.0000 52.984 11.221 19.468 0.0000 52.984 0.0000 52.984 11.221 19.468 0.0000 0.0000 0.0000 None
4754 2.6454 66.888 5.0166 74.550 19.012 32.687 2.6454 66.888 5.0166 74.550 19.012 32.687 0.0000 0.0000 0.0000 None
4849 0.0000 4.6239 0.0000 4.6239 23.380 29.137 0.0000 4.6239 0.0000 4.6239 23.380 29.137 0.0000 0.0000 0.0000 None
4950 0.2267 9.5170 0.2690 10.013 17.386 24.423 0.2267 9.5170 0.2690 10.013 17.386 24.423 0.0000 0.0000 0.0000 None
5051 .000075 6.4555 .000080 6.4557 16.767 25.035 .000075 6.4555 .000080 6.4557 16.767 25.035 0.0000 0.0000 0.0000 None
5152 1.0931 11.010 1.6292 13.733 14.246 21.601 1.0931 11.010 1.6292 13.733 14.246 21.601 0.0000 0.0000 0.0000 None
5253 0.03410 11.962 0.05730 12.054 11.272 18.454 0.03410 11.962 0.05730 12.054 11.272 18.454 0.0000 0.0000 0.0000 None
5354 3.6148 179.02 9.2777 191.91 8.1660 32.767 3.6148 179.02 9.2777 191.91 8.1660 32.767 0.0000 0.0000 0.0000 None
5462 8.2453 239.87 1.8707 249.99 7.9909 35.547 8.2453 239.87 1.8707 249.99 7.9909 35.547 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 None
5859 0.0000 1.1773 0.0000 1.1773 7.8362 11.892 0.0000 1.1773 0.0000 1.1773 7.8362 11.892 0.0000 0.0000 0.0000 None
5960 .000086 1.3222 0.0000 1.3223 8.0560 15.808 .000086 1.3222 0.0000 1.3223 8.0560 15.808 0.0000 0.0000 0.0000 None
6061 0.05284 10.887 0.0000 10.940 14.191 26.487 0.05284 10.887 0.0000 10.940 14.191 26.487 0.0000 0.0000 0.0000 None
6162 2.3534 18.269 0.0000 20.622 2.9661 10.973 2.3534 18.269 0.0000 20.622 2.9661 10.973 0.0000 0.0000 0.0000 None
6465 0.08166 74.930 1.0246 76.037 28.917 43.590 0.08166 74.930 1.0246 76.037 28.917 43.590 0.0000 0.0000 0.0000 None
6566 0.0000 114.95 46.356 161.30 6.3280 25.046 0.0000 114.95 46.356 161.30 6.3280 25.046 0.0000 0.0000 0.0000 None
6667 127.91 180.69 34.947 343.55 4.9637 40.690 127.91 180.69 34.947 343.55 4.9637 40.690 0.0000 0.0000 0.0000 None
L595 17.252 366.39 4.2766 387.92 7.0311 36.146 17.252 366.39 4.2766 387.92 7.0311 36.146 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.1377 0.0000 0.1377 9.1605 10.153 0.0000 0.1377 0.0000 0.1377 9.1605 10.153 0.0000 0.0000 0.0000 None
5663ova 0.0000 0.4226 0.0000 0.4226 9.1513 11.279 0.0000 0.4226 0.0000 0.4226 9.1513 11.279 0.0000 0.0000 0.0000 None
6364ova 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 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 103.3901 102.1514 10.5000 11.7000 1.4921 1.4921 1.7000 0.7022 0.7022 0.8000 2.1943 2.1943
L2 102.1514 100.8854 11.0000 4.2000 1.2249 1.2249 2.7000 1.5503 1.5503 2.3000 2.7752 2.7752
L3 100.8854 100.1475 16.0000 7.4000 1.5447 1.5447 2.6000 1.9606 1.9606 3.3000 3.5053 3.5053
L4 100.1475 99.6832 16.0000 6.5000 1.2212 1.2212 1.3000 3.9455 3.9455 4.2000 5.1667 5.1667
L5 99.6832 99.4827 10.0000 11.5000 3.5679 3.5679 5.5000 1.6658 1.6658 2.4000 5.2337 5.2337
L6 99.4827 99.4863 10.2000 12.1000 4.5667 4.5667 2.6000 3.0363 3.0363 1.9000 7.6030 7.6030
L7 99.4863 99.4867 10.5000 11.9000 6.6338 6.6338 6.0000 6.4627 6.4627 5.1000 13.0965 13.0965
L8 99.4867 99.4869 10.0000 14.5000 7.9753 7.9753 7.6000 11.1924 11.1924 10.8000 19.1677 19.1677
L9 99.4869 99.3538 10.0000 27.5000 23.3548 23.3548 8.2000 2.7821 2.7821 2.2000 26.1369 26.1369
L10 98.8067 97.5712 10.0000 19.7000 9.2090 9.2090 7.2000 2.9685 2.9685 0.0000 12.1775 12.1775
L11 97.5712 97.5714 16.5000 12.9000 6.0777 6.0777 3.5000 8.3460 8.3460 5.4000 14.4237 14.4237
L12 97.5714 97.5715 16.5000 15.0000 8.0460 8.0460 6.0000 7.2234 7.2234 5.5000 15.2694 15.2694
L13 97.5715 97.5717 17.5000 12.5000 8.8245 8.8245 4.6000 9.3416 9.3416 5.5000 18.1661 18.1661
L14 97.5717 97.5184 10.0000 5.0000 0.4584 0.4584 0.6000 20.2407 20.2407 1.4000 20.6991 20.6991
L15 94.7482 94.5274 13.0000 6.5000 2.8748 2.8748 0.0000 8.9408 8.9408 6.5000 11.8156 11.8156
L24 94.5274 94.0178 20.0000 16.8000 10.0285 10.0285 11.2000 0.3366 0.3366 0.8000 10.3651 10.3651
L25 94.0178 93.5611 16.0000 4.7000 0.8921 0.8921 0.0000 9.3696 9.3696 7.9000 10.2618 10.2618
L26 93.5611 93.1419 15.0000 7.8000 1.3655 1.3655 2.6000 4.7982 4.7982 7.2000 6.1637 6.1637
L27 93.1419 92.9233 14.5000 13.7000 1.6322 1.6322 3.4000 5.4703 5.4703 5.1000 7.1025 7.1025
L28 120.6998 113.7606 134.0000 31.0000 3.1450 3.1450 11.0000 1.1450 1.1450 19.0000 4.2900 4.2900
L29 113.7606 105.7547 158.0000 28.5000 4.0196 4.0196 16.5000 1.0196 1.0196 19.5000 5.0392 5.0392
L30 105.7547 97.9827 150.0000 32.0000 5.2111 5.2111 12.0000 1.2111 1.2111 17.0000 6.4222 6.4222
L31 97.9827 95.5613 89.0000 30.0000 4.1734 4.1734 10.0000 4.1734 4.1734 19.0000 8.3469 8.3469
L32 95.5613 94.7902 21.0000 13.6000 3.9926 3.9926 4.3000 1.7642 1.7642 1.9000 5.7568 5.7568
L33 97.7981 97.2670 10.0000 13.8000 1.9919 1.9919 2.0000 2.9878 2.9878 3.0000 4.9797 4.9797
L34 94.7902 94.7467 17.5000 16.7000 11.9866 11.9866 12.7000 5.6769 5.6769 3.8000 17.6635 17.6635
L35 94.7467 93.5047 21.5000 11.0000 1.6965 1.6965 2.0000 17.6821 17.6821 18.4000 19.3786 19.3786
L36 93.5047 92.9433 18.0000 6.8000 1.2568 1.2568 1.1000 6.2521 6.2521 21.1000 7.5089 7.5089
W2637 92.9433 92.9433 10.0000 9.3000 0.0000 0.0000 0.0000 0.0000 0.0000 3.9000 0.0000 0.0000
L37 92.9433 92.9233 23.5000 11.3000 4.9543 4.9543 4.1000 5.4899 5.4899 6.8000 10.4442 10.4442
L38 92.9233 92.8502 14.0000 30.6000 8.4563 8.4563 5.1000 4.0647 4.0647 4.2000 12.5210 12.5210
L39 92.7231 92.8502 10.0000 30.7000 6.8771 6.8771 9.7000 5.0867 5.0867 4.8000 11.9638 11.9638
L41 92.7231 92.3445 54.5000 32.5000 11.3580 11.3580 10.3000 2.9197 2.9197 2.0000 14.2778 14.2778
4243 92.3445 91.4922 60.0000 31.0000 7.0856 7.0856 1.5000 8.2028 8.2028 5.0000 15.2884 15.2884
4344 91.4922 90.6749 50.0000 32.0000 9.4516 9.4516 2.0000 5.1972 5.1972 3.4000 14.6488 14.6488
6869 88.9850 88.8246 20.0000 36.0000 9.0171 9.0171 13.2000 4.1501 4.1501 5.8000 13.1671 13.1671
4445 90.6749 90.6012 33.0000 26.4000 13.2622 13.2622 21.8000 3.2696 3.2696 8.0000 16.5318 16.5318
4546 90.6012 90.2351 25.0000 22.1000 10.3861 10.3861 1.7000 2.2926 2.2926 2.0000 12.6787 12.6787
4647 90.2351 90.1366 20.0000 11.8000 0.5788 0.5788 0.6000 7.6681 7.6681 7.8000 8.2468 8.2468
4754 90.1366 90.0610 31.0000 28.6000 9.5883 9.5883 7.1000 4.0870 4.0870 1.4000 13.6754 13.6754
4849 90.8362 90.6465 12.0000 26.3000 2.9203 2.9203 4.6000 2.8369 2.8369 3.7000 5.7573 5.7573
4950 90.6464 90.6293 6.0000 21.5000 4.1143 4.1143 3.5000 2.9232 2.9232 2.2000 7.0376 7.0376
5051 90.6293 90.3244 19.0000 19.9000 3.1331 3.1331 3.1000 5.1354 5.1354 5.1000 8.2684 8.2684
5152 90.3244 90.3096 6.0000 17.8000 3.5536 3.5536 2.2000 3.8009 3.8009 1.8000 7.3545 7.3545
5253 90.3096 90.0613 20.0000 14.4000 3.1284 3.1284 2.8000 4.0540 4.0540 3.6000 7.1824 7.1824
5354 90.0613 90.0610 29.0000 30.3000 22.1340 22.1340 20.1000 2.4670 2.4670 0.0000 24.6010 24.6010
5462 90.0610 90.0591 12.0000 13.9000 5.9091 5.9091 2.9000 21.6469 21.6469 20.0000 27.5560 27.5560
5657 99.2300 99.2300 6.0000 29.9000 0.0000 0.0000 29.8000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 99.2300 92.5299 50.0000 20.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 92.5299 91.7288 18.0000 8.4000 0.5638 0.5638 2.3000 3.4917 3.4917 5.5000 4.0554 4.0554
5960 91.7288 91.2422 17.0000 10.1000 2.0440 2.0440 2.0000 5.7082 5.7082 5.9000 7.7522 7.7522
6061 91.2422 90.8363 17.0000 25.0000 10.8091 10.8091 10.4000 1.4869 1.4869 1.5000 12.2960 12.2960
6162 90.8363 90.0591 30.0000 9.3000 6.3339 6.3339 1.3000 1.6735 1.6735 2.0000 8.0074 8.0074
6465 89.5023 89.3720 32.0000 40.4000 11.4831 11.4831 11.2000 3.1904 3.1904 2.0000 14.6735 14.6735
6566 89.3720 89.3564 35.0000 10.3000 3.9720 3.9720 5.7000 14.7460 14.7460 6.5000 18.7180 18.7180
6667 89.3564 89.3497 50.0000 30.2000 25.2363 25.2363 6.0000 10.4905 10.4905 3.0000 35.7268 35.7268
L595 90.0591 90.0588 6.0000 13.9000 6.8689 6.8689 2.9000 22.2455 22.2455 20.0000 29.1145 29.1145
5556ova 99.8991 99.4736 16.0000 9.2000 0.0395 0.0395 0.1000 0.9531 0.9531 3.7000 0.9926 0.9926
5663ova 99.4736 98.0724 83.0000 9.2000 0.0487 0.0487 0.1000 2.0794 2.0794 3.7000 2.1281 2.1281
6364ova 89.5023 89.5023 110.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
6264ova 89.5023 89.5023 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 88.9850 88.9850 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 0.4739 874.1124 0.8439 2.2496 ## N1 102.8300 103.3901
L2 0.4713 875.7745 0.7195 2.7697 ## N2 101.7100 102.1514
L3 0.4665 877.1468 0.4464 12.6943 ## N3 100.3800 100.8854
L4 0.9118 1664.4886 0.5282 27.4424 ## N4 99.4600 100.1475
L5 0.9054 1668.4878 0.4706 19.1826 ## N5 99.0400 99.6832
L6 0.9054 1669.4681 0.2755 33.5354 ## N6 98.8600 99.4827
L7 0.8968 1668.6460 0.0952 100.4342 ## N7 98.3300 The text continues on section 5.