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e50y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:32.
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.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 58.1400 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 1719 421 N55#2 1633 391 N56#1 1216 360
N56#2 1632 392 N58#1 1220 360 N58#2 1632 392
N59#1 1236 360 N59#2 1614 386 N61#1 1232 360
N61#2 1631 389 N1#1 1216 360 N1#2 1849 527
N4#1 1168 360 N4#2 2158 622 N8#1 1165 335
N8#2 2344 684 N13#1 1216 360 N13#2 2297 671
N25#1 1220 360 N25#2 1625 391 N28#1 1232 360
N28#2 1572 396 N29#1 1216 360 N29#2 1830 514
N30#1 1216 360 N30#2 2308 720 N31#1 1220 360
N31#2 2335 685 N32#1 1236 360 N32#2 1224 360
N33#1 1236 360 N33#2 1634 390 N36#1 1232 360
N36#2 1631 389 N42#1 1220 360 N42#2 1629 391
N44#1 1224 360 N44#2 1633 391 N45#1 1224 360
N45#2 1624 392 N47#1 640 156 N47#2 1615 393
N48#1 1200 360 N48#2 1589 395 N50#1 1212 360
N50#2 1630 386 N52#1 1236 360 N52#2 1627 389
N63#1 1228 360 N63#2 1634 390 N64#1 1220 360
N64#2 1632 392 N66#1 1216 360 N66#2 1632 392
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 58.1400 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 2.389554E+04 58.140
Total Infiltration 2.237130E+02 0.544
Total Evaporation 4.335163E+00 0.011
Surface Runoff from Watersheds 2.352105E+04 57.229
Total Water remaining in Surface Storage 1.697831E+02 0.413
Infiltration over the Pervious Area... 2.237130E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.391888E+04 58.197
Total Precipitation + Initial Storage. 2.389554E+04 58.140
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0977
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 2.352105E+04 57.229
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 2.347802E+04 57.124
Initial Storage + Inflow.................... 2.352105E+04 57.229
Final Storage + Outflow + Diverted GW....... 2.347802E+04 57.124
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1833
##################################################
# 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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 57.04223 57.21727 0.00000 57.14726 0.00000 57.17612
Total Losses (mm)...... 0.86417 0.84583 0.00000 0.85591 0.00000 0.85246
Remaining Depth (mm)... 0.23360 0.07689 0.00000 0.13683 0.00000 0.11142
Peak Runoff Rate (cms). 0.28569 0.36141 0.00000 0.11398 0.00000 0.24195
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.28186 58.39820 58.13750 58.29938 58.15245 58.33344
Peak Runoff Rate (cms). 0.00399 0.00041 0.13135 0.00014 0.26666 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.28186 58.39820 58.13750 58.29938 58.15245 58.33344
Peak Runoff Rate (cms). 0.00399 0.00041 0.13135 0.00014 0.26666 0.00029
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 57.05463 57.21845 58.13750 57.14841 58.15245 57.17728
Peak Runoff Rate (cms). 0.28968 0.36182 0.13135 0.11412 0.26666 0.24224
Unit Runoff (mm/hr).... 175.25936 215.31635 227.05101 197.27063 230.46896 204.49709
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.29259 0.00000 57.26894 0.00000 57.08896
Total Losses (mm)...... 0.00000 0.82201 0.00000 0.83208 0.00000 0.86110
Remaining Depth (mm)... 0.00000 0.02540 0.00000 0.03898 0.00000 0.18995
Peak Runoff Rate (cms). 0.00000 0.08333 0.00000 0.12564 0.00000 1.06260
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.22498 58.55679 58.20519 58.50908 58.13898 58.35284
Peak Runoff Rate (cms). 0.07932 0.00009 0.13146 0.00014 0.14408 0.15494
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.22498 58.55679 58.20519 58.50908 58.13898 58.35284
Peak Runoff Rate (cms). 0.07932 0.00009 0.13146 0.00014 0.14408 0.15494
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.22498 57.29385 58.20519 57.27018 58.13898 57.21534
Peak Runoff Rate (cms). 0.07932 0.08341 0.13146 0.12578 0.14408 1.21754
Unit Runoff (mm/hr).... 239.93344 232.92058 238.59651 228.28528 227.40394 189.68648
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.19925 0.00000 57.23556 0.00000 57.18556
Total Losses (mm)...... 0.00000 0.84905 0.00000 0.84189 0.00000 0.85115
Remaining Depth (mm)... 0.00000 0.09170 0.00000 0.06254 0.00000 0.10329
Peak Runoff Rate (cms). 0.00000 0.63730 0.00000 0.18009 0.00000 0.49274
Total Impervious Area
---------------------
Total Runoff Depth (mm) 57.92944 58.27636 58.24101 58.24549 58.13602 58.25140
Peak Runoff Rate (cms). 0.32814 0.31292 0.03976 0.16112 0.44340 0.30881
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 57.92944 58.27636 58.24101 58.24549 58.13602 58.25140
Peak Runoff Rate (cms). 0.32814 0.31292 0.03976 0.16112 0.44340 0.30881
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) 57.92944 57.52239 58.24101 57.69003 58.13602 57.55860
Peak Runoff Rate (cms). 0.32814 0.95022 0.03976 0.34120 0.44340 0.80156
Unit Runoff (mm/hr).... 177.78505 219.70158 240.55760 229.36540 226.69587 218.77253
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.18050 0.00000 56.87196 0.00000 57.13111
Total Losses (mm)...... 0.00000 0.85187 0.00000 0.87125 0.00000 0.85755
Remaining Depth (mm)... 0.00000 0.10763 0.00000 0.39680 0.00000 0.15134
Peak Runoff Rate (cms). 0.00000 0.63933 0.00000 1.17044 0.00000 1.07386
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.15325 58.33934 58.19256 58.16761 58.13013 58.36638
Peak Runoff Rate (cms). 0.71797 0.00076 0.07844 0.00191 0.15513 0.14895
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.15325 58.33934 58.19256 58.16761 58.13013 58.36638
Peak Runoff Rate (cms). 0.71797 0.00076 0.07844 0.00191 0.15513 0.14895
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.15325 57.18166 58.19256 56.87325 58.13013 57.25463
Peak Runoff Rate (cms). 0.71797 0.64010 0.07844 1.17235 0.15513 1.22281
Unit Runoff (mm/hr).... 230.64130 205.62588 237.29587 148.28130 225.25477 198.16307
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.38031 0.00000 57.17054 0.00000 57.28869
Total Losses (mm)...... 0.00000 0.88570 0.00000 0.85319 0.00000 0.82390
Remaining Depth (mm)... 0.00000 3.87399 0.00000 0.11626 0.00000 0.02741
Peak Runoff Rate (cms). 0.00000 0.45757 0.00000 0.98885 0.00000 0.31988
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.13013 58.17938 58.14867 58.24525 58.21295 0.00000
Peak Runoff Rate (cms). 0.24821 0.23225 0.63261 0.63118 0.32949 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.13013 58.17938 58.14867 58.24525 58.21295 0.00000
Peak Runoff Rate (cms). 0.24821 0.23225 0.63261 0.63118 0.32949 0.00933
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.13013 53.86022 58.14867 57.54669 58.21295 57.28869
Peak Runoff Rate (cms). 0.24821 0.68983 0.63261 1.62004 0.32949 0.31988
Unit Runoff (mm/hr).... 225.25477 69.94682 229.63925 216.20532 239.21138 232.23249
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.24533 0.00000 57.27604 0.00000 57.19154
Total Losses (mm)...... 0.00000 0.83943 0.00000 0.82939 0.00000 0.85027
Remaining Depth (mm)... 0.00000 0.05524 0.00000 0.03457 0.00000 0.09820
Peak Runoff Rate (cms). 0.00000 0.25119 0.00000 0.23399 0.00000 0.38438
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.21307 58.45529 58.20519 58.52495 58.15638 58.35521
Peak Runoff Rate (cms). 0.27019 0.00028 0.23662 0.00025 0.42692 0.00045
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.21307 58.45529 58.20519 58.52495 58.15638 58.35521
Peak Runoff Rate (cms). 0.27019 0.00028 0.23662 0.00025 0.42692 0.00045
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.21307 57.24654 58.20519 57.27729 58.15638 57.19270
Peak Runoff Rate (cms). 0.27019 0.25146 0.23662 0.23424 0.42692 0.38484
Unit Runoff (mm/hr).... 239.21984 222.63959 238.59651 229.80864 231.30295 208.50287
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.20804 0.00000 57.13146 0.00000 57.08013
Total Losses (mm)...... 0.00000 0.84755 0.00000 0.85752 0.00000 0.86174
Remaining Depth (mm)... 0.00000 0.08440 0.00000 0.15102 0.00000 0.19813
Peak Runoff Rate (cms). 0.00000 0.18743 0.00000 0.19698 0.00000 0.22049
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.16059 58.38177 58.17006 58.28293 58.36470 58.24161
Peak Runoff Rate (cms). 0.19826 0.00022 0.08378 0.00025 0.00665 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.16059 58.38177 58.17006 58.28293 58.36470 58.24161
Peak Runoff Rate (cms). 0.19826 0.00022 0.08378 0.00025 0.00665 0.00029
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.16059 57.20922 58.17006 57.13262 58.36470 57.08130
Peak Runoff Rate (cms). 0.19826 0.18765 0.08378 0.19722 0.00665 0.22079
Unit Runoff (mm/hr).... 232.16300 212.86521 233.95371 193.49471 241.38791 182.15306
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.92463 0.00000 57.34942 0.00000 57.25495
Total Losses (mm)...... 0.00000 0.86951 0.00000 0.78328 0.00000 0.83670
Remaining Depth (mm)... 0.00000 0.34585 0.00000 0.00730 0.00000 0.04835
Peak Runoff Rate (cms). 0.00000 0.72221 0.00000 0.03936 0.00000 0.11146
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.05148 58.17833 58.11047 58.48887 58.22900 58.47695
Peak Runoff Rate (cms). 0.95951 0.00113 0.66133 0.00004 0.11245 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.05148 58.17833 58.11047 58.48887 58.22900 58.47695
Peak Runoff Rate (cms). 0.95951 0.00113 0.66133 0.00004 0.11245 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.05148 56.92589 58.11047 57.35056 58.22900 57.25617
Peak Runoff Rate (cms). 0.95951 0.72334 0.66133 0.03940 0.11245 0.11158
Unit Runoff (mm/hr).... 204.88653 155.37002 220.24319 238.35317 240.12138 225.02851
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N63#1 N63#2 N64#1 N64#2 N66#1 N66#2
Area (hectares)........ 0.42001 0.43001 0.74002 0.75002 1.20003 1.19003
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.24078 0.00000 57.17380 0.00000 57.15153
Total Losses (mm)...... 0.00000 0.84061 0.00000 0.85277 0.00000 0.85545
Remaining Depth (mm)... 0.00000 0.05860 0.00000 0.11343 0.00000 0.13302
Peak Runoff Rate (cms). 0.00000 0.26207 0.00000 0.42078 0.00000 0.64931
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.18617 58.44536 58.14154 58.33040 58.13454 58.30393
Peak Runoff Rate (cms). 0.27361 0.00029 0.46481 0.00051 0.74822 0.00080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.18617 58.44536 58.14154 58.33040 58.13454 58.30393
Peak Runoff Rate (cms). 0.27361 0.00029 0.46481 0.00051 0.74822 0.00080
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 58.18617 57.24199 58.14154 57.17496 58.13454 57.15268
Peak Runoff Rate (cms). 0.27361 0.26236 0.46481 0.42128 0.74822 0.65012
Unit Runoff (mm/hr).... 236.48333 221.48183 228.00816 203.90235 226.33861 198.31438
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| ################# # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
150.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN ################## # |
# # |
MM/HR # # |
# # |
# # |
100.000 # # =
# # |
# # |
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
50.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 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 6.3791 15.9478 380.0000
N2 5.0090 12.5226 0.0000
N3 19.5231 48.8077 0.0000
N4 11.5835 28.9587 0.0000
N5 34.6506 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 16.4280 41.0701 0.0000
N12 21.1899 50.0000 0.0000
N13 45.7194 50.0000 0.0000
N14 27.3454 50.0000 0.0000
N15 4.7442 11.8604 980.0000
N24 7.8766 19.6914 0.0000
N25 23.1648 50.0000 0.0000
N26 16.6963 41.7408 0.0000
N27 37.5691 50.0000 0.0000
N28 49.8040 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 46.5899 50.0000 0.0000
N32 27.0608 50.0000 0.0000
N33 27.8949 50.0000 0.0000
N34 21.1615 50.0000 0.0000
N35 24.4105 50.0000 0.0000
N36 18.8362 47.0905 0.0000
N37 27.6142 50.0000 0.0000
N38 22.4168 50.0000 0.0000
N39 36.8623 50.0000 0.0000
N41 15.5651 38.9128 0.0000
N42 19.4987 48.7467 0.0000
N43 35.2340 50.0000 0.0000
N44 45.7971 50.0000 0.0000
N45 31.3645 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 22.0611 50.0000 0.0000
N47 17.0205 42.5513 0.0000
N48 25.1550 50.0000 0.0000
N49 29.6464 50.0000 0.0000
N50 31.5355 50.0000 0.0000
N51 20.4462 50.0000 0.0000
N52 21.3137 50.0000 0.0000
N53 17.7239 44.3097 0.0000
N54 16.7874 41.9686 0.0000
N55 0.5481 1.3702 20000.0000
N56 0.8852 2.2131 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 15.7750 39.4374 0.0000
N62 25.8289 50.0000 0.0000
N63 0.4842 1.2106 230.0000
N64 19.4986 48.7465 0.0000
N65 24.7334 50.0000 0.0000
N66 22.1206 50.0000 0.0000
N67 9.9291 24.8227 0.0000
N68 9.5551 23.8878 0.0000
D1 8.8097 22.0243 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.6696 3.6696 10.0946 0.0833 0.0177 0.1196 Normal Soln
L2 3.9714 3.9714 11.8051 0.0000 0.0103 0.0868 Normal Soln
L3 6.0060 6.0060 26.8325 0.0000 0.0122 0.1270 Normal Soln
L4 5.4081 5.4081 22.6907 0.0000 0.0171 0.3512 Normal Soln
L5 3.3710 3.3710 12.7824 0.0000 0.0163 0.4079 Normal Soln
L6 3.5817 3.5817 16.3240 0.0000 0.0153 0.0776 Normal Soln
L7 3.4777 3.4777 44.5483 5.5833 0.0221 0.0504 Normal Soln
L8 2.9850 2.9850 50.0000 231.7500 0.0359 0.0702 Normal Soln
L9 5.1694 5.1694 19.0300 0.0000 0.0218 1.0620 Normal Soln
L10 3.7787 3.7787 20.4818 5.5833 0.0187 0.0252 Normal Soln
L11 5.8369 5.8369 50.0000 0.0000 0.1175 0.0625 Normal Soln
L12 5.0882 5.0882 50.0000 0.0000 0.1760 0.0605 Normal Soln
L13 5.6947 5.6947 50.0000 0.0000 0.1792 0.1261 Normal Soln
L14 4.0238 4.0238 12.1557 0.0000 0.1484 2.1663 Normal Soln
L15 4.8001 4.8001 20.1391 0.0000 0.1194 0.1931 Normal Soln
L24 7.1704 7.1704 24.6250 0.0000 0.0645 0.1695 Normal Soln
L25 5.1165 5.1165 20.9629 0.0000 0.0752 0.1062 Normal Soln
L26 4.3000 4.3000 13.1063 0.0000 0.0536 0.2519 Normal Soln
L27 4.4402 4.4402 14.5484 0.0000 0.0740 0.0241 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0072 0.0164 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0134 0.0419 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0149 0.0480 Normal Soln
L31 36.3173 36.3173 50.0000 0.0000 0.0255 0.0970 Normal Soln
L32 6.6046 6.6046 21.3755 0.0000 0.0220 0.7709 Normal Soln
L33 6.4022 6.4022 25.2641 0.0000 0.0072 0.0834 Normal Soln
L34 6.5174 6.5174 46.9121 0.0000 0.0225 0.3206 Normal Soln
L35 8.8347 8.8347 27.8357 0.0000 0.0265 0.0574 Normal Soln
L36 6.2344 6.2344 12.3262 0.0000 0.0524 0.0147 Normal Soln
W2637 8.1241 8.1241 36.9582 0.0000 -0.0021 0.0072 Normal Soln
L37 7.8267 7.8267 37.7096 0.0000 0.0355 0.0343 Normal Soln
L38 4.1059 4.1059 15.2358 0.0000 0.0606 0.9047 Normal Soln
L39 2.8913 2.8913 11.6966 0.0000 -0.0605 0.0833 Normal Soln
L41 15.3537 15.3537 50.0000 0.0000 0.0589 0.7474 Normal Soln
4243 20.4771 20.4771 50.0000 0.0000 0.0516 0.3296 Normal Soln
4344 16.5019 16.5019 50.0000 0.0000 0.0526 0.2973 Normal Soln
6869 5.8032 5.8032 37.4261 0.0000 0.0174 0.3999 Normal Soln
4445 9.7437 9.7437 48.7400 0.0000 0.0552 0.2145 Normal Soln
4546 7.2983 7.2983 23.4358 0.0000 0.0573 0.1867 Normal Soln
4647 5.3421 5.3421 17.8311 0.0000 0.0587 0.9071 Normal Soln
4754 8.9839 8.9839 39.7980 0.0000 0.0580 0.2647 Normal Soln
4849 5.0199 5.0199 13.2238 0.0000 0.0083 0.0549 Normal Soln
4950 2.4875 2.4875 8.8555 0.0000 0.0084 0.0543 Normal Soln
5051 7.4147 7.4147 19.2222 0.0000 -0.0186 0.0856 Normal Soln
5152 2.2507 2.2507 6.4261 1.3333 -0.0146 0.1049 Normal Soln
5253 6.9075 6.9075 15.5364 0.0000 -0.0239 0.1218 Normal Soln
5354 8.1084 8.1084 50.0000 0.0000 0.0249 0.0694 Normal Soln
5462 3.1434 3.1434 43.9070 0.0000 0.0661 0.1917 Normal Soln
5657 6.3886 6.3886 11.3466 0.0000 -0.0031 0.0078 Normal Soln
5758 44.3163 44.3163 50.0000 0.0000 0.0042 0.0101 Normal Soln
5859 8.4866 8.4866 19.9178 0.0000 0.0053 0.0733 Normal Soln
5960 8.9616 8.9616 20.8778 0.0000 0.0050 0.0613 Normal Soln
6061 9.4343 9.4343 50.0000 0.0000 0.0046 0.0312 Normal Soln
6162 9.1665 9.1665 20.7286 0.0000 -0.0257 0.0673 Normal Soln
6465 9.5100 9.5100 33.4108 0.0000 0.0347 0.1923 Normal Soln
6566 9.8894 9.8894 45.1208 0.0000 0.0415 0.3010 Normal Soln
6667 14.3803 14.3803 50.0000 0.0000 0.0262 0.3620 Normal Soln
L595 1.5672 1.5672 42.0829 0.0000 0.0874 0.3679 Normal Soln
5556ova 6.5840 6.5840 10.3994 0.0000 -0.0038 0.1057 Normal Soln
5556unda 3.0059 3.0059 7.9049 0.0000 -0.0094 2.1867 Normal Soln
5663ova 39.4374 39.4374 50.0000 0.0000 -0.0034 0.1083 Normal Soln
5663und 15.0438 15.0438 38.4134 0.0000 0.0069 2.2635 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0039 0.0093 Normal Soln
6364und 14.6969 14.6969 28.0713 0.0000 0.0424 2.5179 Normal Soln
6264ova 6.2068 6.2068 14.8904 0.0000 0.0077 0.0614 Normal Soln
6264und 1.0900 1.0900 2.5534 49.2500 0.0118 2.0849 Normal Soln
6768ova 4.1388 4.1388 9.1785 0.0000 0.0188 0.5389 Normal Soln
6768und 1.4918 1.4918 4.1867 66.4167 0.0078 1.7306 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*===============================================*
* 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/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.10 / 91.58/
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/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.10 / 88.18/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.03 / 88.78/
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/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.21 / 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/ 0.40 /
6566/ 0.21 / 6667/ 0.03 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.29 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.29 / 6768ova/ 0.00 /
6768und/ 0.51 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.92 /
L10/ 5.84 / L11/ 10.40 / L12/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.89 / L25/ 1.17 / L26/ 0.88 /
L27/ 1.39 / L28/ 0.19 / L29/ 0.44 /
L30/ 2.29 / L31/ 2.06 / L32/ 0.83 /
L33/ 0.06 / L34/ 4.13 / L35/ 0.71 /
L36/ 0.46 / W2637/ 0.00 / L37/ 1.67 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.40 / 4344/ 1.37 / 6869/ 2.28 /
4445/ 2.38 / 4546/ 0.70 / 4647/ 2.24 /
4754/ 1.40 / 4849/ 0.22 / 4950/ 0.48 /
5051/ 0.25 / 5152/ 0.48 / 5253/ 0.20 /
5354/ 1.26 / 5462/ 2.58 / 5657/ 0.38 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.79 /
6566/ 1.12 / 6667/ 4.13 / L595/ 3.66 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.06 / 6364und/ 0.28 /
6264ova/ 0.08 / 6264und/ 0.56 / 6768ova/ 0.02 /
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/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.10 /
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/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.10 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.42 /
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/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.82 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.83 / N2/ 0.66 / N3/ 0.75 /
N4/ 1.00 / N5/ 0.96 / N6/ 0.72 /
N7/ 1.27 / N8/ 1.80 / N9/ 2.23 /
N10/ 1.90 / N11/ 0.94 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.70 / N15/ 0.51 /
N24/ 0.70 / N25/ 0.66 / N26/ 1.06 /
N27/ 0.62 / N28/ 0.35 / N29/ 0.46 /
N30/ 0.46 / N31/ 0.78 / N32/ 1.11 /
N33/ 0.39 / N34/ 0.94 / N35/ 0.95 /
N36/ 0.71 / N37/ 1.02 / N38/ 1.31 /
N39/ 1.27 / N41/ 1.25 / N42/ 1.26 /
N43/ 1.15 / N44/ 1.13 / N45/ 1.39 /
N69/ 1.67 / N46/ 1.72 / N47/ 1.72 /
N48/ 0.46 / N49/ 0.63 / N50/ 0.71 /
N51/ 0.97 / N52/ 1.11 / N53/ 1.51 /
N54/ 1.86 / N55/ 1.11 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.18 / N59/ 0.21 /
N60/ 0.14 / N61/ 0.55 / N62/ 2.12 /
N63/ 1.32 / N64/ 1.13 / N65/ 1.64 /
N66/ 1.92 / N67/ 2.07 / N68/ 1.67 /
D1/ 2.29 /
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/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.97 / L12/ 9.56 /
L13/ 11.74 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.17 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.08 / 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/ 0.05 /
6566/ 0.10 / 6667/ 0.65 / L595/ 0.27 /
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/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.80 /
L7/ 69.46 / L8/ 143.27 / L9/ 0.29 /
L10/ 25.81 / L11/ 82.08 / L12/ 157.76 /
L13/ 205.48 / L14/ 0.26 / L15/ 3.91 /
L24/ 0.70 / L25/ 0.94 / L26/ 0.80 /
L27/ 2.12 / L28/ 1.72 / L29/ 5.05 /
L30/ 25.88 / L31/ 11.29 / L32/ 1.09 /
L33/ 0.01 / L34/ 4.61 / L35/ 1.08 /
L36/ 0.57 / W2637/ 0.00 / L37/ 3.95 /
L38/ 3.28 / L39/ 3.60 / L41/ 6.89 /
4243/ 5.10 / 4344/ 3.90 / 6869/ 4.22 /
4445/ 5.25 / 4546/ 1.26 / 4647/ 3.37 /
4754/ 2.75 / 4849/ 0.12 / 4950/ 0.15 /
5051/ 0.19 / 5152/ 0.19 / 5253/ 0.16 /
5354/ 3.05 / 5462/ 2.31 / 5657/ 0.00 /
5758/ 0.17 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.13 / 6162/ 0.05 / 6465/ 1.66 /
6566/ 3.45 / 6667/ 32.58 / L595/ 1.64 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 2.02 /
6264ova/ 0.00 / 6264und/ 0.62 / 6768ova/ 0.00 /
6768und/ 0.39 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 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/ 0.07 / 6667/ 0.14 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.58/
4243/ 91.58/ 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/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.77/ 88.18/
6566/ 88.18/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.78/ 88.77 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 17851
Total number of time steps during simulation.... 10644
Ratio of actual # of time steps / NTCYC......... 2.464
Average number of iterations per time step...... 1.677
Average time step size(seconds)................ 2.029
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.016
Average minimum implicit time step (sec)........ 2.705
Average minimum junction time step (sec)........ 2.705
Average Courant Factor Tf....................... 2.705
Number of times omega reduced................... 267
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 12193 2 8 0 0 0
N2 0 1.14 12167 5 12 4 0 0
N3 0 1.15 12207 0 8 0 0 0
N4 0 1.15 12221 0 6 0 0 0
N5 0 1.27 13512 2 12 1 0 0
N6 0 1.48 15703 1 8 0 0 0
N7 0 2.09 22206 0 11 6 0 0
N8 0 2.93 31211 91 17 84 0 0
N9 0 2.38 25318 41 14 38 0 0
N10 0 1.13 12021 0 7 0 0 0
N11 0 1.67 17757 0 31 1 1 0
N12 0 2.41 25647 1 13 1 0 0
N13 0 2.74 29134 1 8 0 0 0
N14 0 2.21 23552 6 21 3 0 0
N15 0 1.13 12003 0 8 0 0 0
N24 0 1.15 12228 0 14 1 0 0
N25 0 1.14 12087 0 6 0 0 0
N26 0 1.28 13602 2 13 2 0 0
N27 0 1.14 12172 0 7 0 0 0
N28 0 1.07 11367 0 6 0 0 0
N29 0 1.13 12064 2 13 1 0 0
N30 0 1.14 12154 0 14 1 0 0
N31 0 1.08 11445 0 15 2 0 0
N32 0 1.13 11987 0 7 0 0 0
N33 0 1.13 12040 0 6 0 0 0
N34 0 1.15 12277 1 11 1 0 0
N35 0 1.22 12995 0 8 0 0 0
N36 0 1.13 11998 0 7 0 0 0
N37 0 1.19 12623 3 13 1 0 0
N38 0 1.23 13052 0 19 1 0 0
N39 0 1.13 12033 0 6 0 0 0
N41 0 1.17 12425 0 9 0 0 0
N42 0 1.19 12667 2 18 1 0 0
N43 0 1.15 12254 0 7 0 0 0
N44 0 1.21 12850 0 7 0 0 0
N45 0 1.17 12470 0 6 0 0 0
N69 0 1.25 13332 4 8 0 0 0
N46 0 1.20 12814 0 7 0 0 0
N47 0 1.19 12643 0 6 0 0 0
N48 0 1.19 12693 0 11 1 0 0
N49 0 1.51 16052 3 8 0 0 0
N50 0 1.47 15657 0 8 0 0 0
N51 0 1.73 18411 0 7 0 0 0
N52 0 1.75 18593 0 6 0 0 0
N53 0 1.94 20601 0 14 6 0 0
N54 0 2.02 21468 1 16 5 0 0
N55 0 1.18 12517 6 10 1 0 0
N56 0 1.32 14017 11 12 2 0 0
N57 0 1.09 11621 0 6 0 0 0
N58 0 1.12 11969 0 30 2 1 0
N59 0 1.16 12376 1 9 0 0 0
N60 0 1.18 12536 0 7 0 0 0
N61 0 1.32 14004 0 8 0 0 0
N62 0 2.33 24845 0 14 2 0 0
N63 0 1.37 14590 5 28 38 2 0
N64 0 1.35 14323 0 24 38 0 0
N65 0 1.18 12532 0 7 0 0 0
N66 0 1.25 13275 0 6 0 0 0
N67 0 1.37 14552 3 8 0 0 0
N68 0 1.28 13664 1 6 0 0 0
D1 0 2.03 21569 72 11 2 0 0
Total number of iterations for all junctions.. 916296
Minimum number of possible iterations......... 649284
Efficiency of the simulation.................. 1.41
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.6602 0 15 0.0000 6.3398 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3678 0 15 0.0000 7.6322 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1322 0 15 0.0000 8.8678 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4625 0 15 0.0000 9.5375 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9980 0 15 0.0000 10.0020 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5844 0 15 0.0000 10.4156 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5995 0 15 0.0000 10.4005 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6020 0 15 0.0000 10.3980 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6027 0 15 0.0000 10.3973 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9000 0 15 0.0000 11.1000 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6409 0 15 0.0000 12.3591 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6432 0 15 0.0000 12.3568 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6441 0 15 0.0000 12.3559 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6450 0 15 0.0000 12.3550 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9678 0 15 0.0000 15.0322 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7337 0 16 0.0000 15.2663 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2536 0 15 0.0000 15.7464 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9113 0 15 0.0000 16.0887 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3574 0 16 0.0000 16.6426 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8529 0 15 0.0000 9.1471 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9585 0 16 0.0000 6.0415 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9581 0 18 0.0000 4.0419 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2765 0 19 0.0000 11.7235 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9051 0 22 0.0000 14.0949 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8979 0 15 0.0000 12.1021 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0072 0 22 0.0000 14.9928 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9212 0 23 0.0000 15.0788 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6869 0 21 0.0000 16.3131 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3291 0 17 0.0000 16.6709 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3137 0 17 0.0000 16.6863 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2511 0 17 0.0000 16.7489 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1300 0 18 0.0000 16.8700 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7390 0 18 0.0000 17.2610 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7994 0 20 0.0000 18.2006 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.1261 0 28 0.0000 18.8739 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.0928 0 29 0.0000 18.9072 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.3463 0 32 0.0000 20.6537 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.0595 0 29 0.0000 18.9405 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.0425 0 30 0.0000 8.9575 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.0392 0 30 0.0000 7.9608 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.0371 0 30 0.0000 7.9629 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.0370 0 30 0.0000 7.9630 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.0369 0 29 0.0000 7.9631 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.0369 0 29 0.0000 7.9631 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.0368 0 29 0.0000 7.9632 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.0366 0 29 0.0000 7.9634 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0299 0 15 0.0000 9.9701 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5490 0 15 0.0000 10.4510 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2564 0 15 0.0000 10.7436 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6249 0 15 0.0000 6.3751 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8115 0 15 0.0000 7.1885 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2965 0 15 0.0000 7.7035 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0485 0 16 0.0000 7.9515 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.0359 0 29 0.0000 7.9641 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0683 0 15 0.0000 1.9317 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7613 0 30 0.0000 9.2387 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.7187 0 31 0.0000 9.2813 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6970 0 31 0.0000 9.3030 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6835 0 31 0.0000 9.3165 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.5060 0 32 0.0000 9.4940 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.0357 0 29 0.0000 18.9643 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.3606 0 15 1.0405 0 15 0.0572 103.6600 102.3678 .4150 .3289
L2 31.3792 2.1255 2000.000 1.3545 0 15 0.9318 0 15 0.0432 102.3678 101.1322 .3289 .3761
L3 21.1637 1.3610 2000.000 1.3439 0 15 0.5965 0 15 0.0635 101.1322 100.4625 .3761 .5012
L4 14.8201 1.0611 2000.000 2.5840 0 15 0.7051 0 15 0.1744 100.4624 99.9980 .5012 .4790
L5 14.1212 0.8828 2000.000 2.5709 0 15 0.7836 0 15 0.1821 99.9980 99.5844 .4790 .3622
L6 107.6004 6.2328 2000.000 2.5771 0 15 0.6251 0 15 0.0240 99.5844 99.5995 .3622 .6348
L7 212.9831 7.4760 2500.000 2.5822 0 15 0.2358 0 15 0.0121 99.5995 99.6019 .5078 .7208
L8 226.7844 7.2108 2500.000 2.9060 0 15 0.1395 0 15 0.0128 99.6020 99.6027 .7208 .8931
L9 5.4768 0.2939 750.0000 2.8766 0 15 0.5255 0 15 0.5252 99.6027 99.4116 .5102 .2688
L10 230.8083 6.4965 2000.000 2.8766 0 15 0.4883 0 15 0.0125 98.9000 97.6409 .1000 .4705
L11 134.5580 5.4499 2000.000 2.9029 0 16 0.3016 0 16 0.0216 97.6409 97.6432 .4705 .7716
L12 167.9513 6.1298 2500.000 2.9326 0 16 0.1983 0 16 0.0175 97.6432 97.6441 .6173 .8576
L13 106.1819 4.1060 2750.000 3.9999 0 15 0.2244 0 15 0.0377 97.6441 97.6450 .7797 .9800
L14 3.7006 0.2681 800.0000 3.9969 0 15 0.8227 0 15 1.0801 97.6450 97.5310 .6313 .5012
L15 41.4767 1.7797 1500.000 3.9945 0 15 0.6455 0 15 0.0963 94.9678 94.7337 .3385 .4691
L24 46.8109 1.7908 2000.000 3.9676 0 16 0.8123 0 16 0.0848 94.7337 94.2536 .3518 .3318
L25 97.5504 2.8656 2500.000 5.1774 0 15 0.7634 0 15 0.0531 94.2535 93.9113 .2654 .4245
L26 39.8090 1.2386 3000.000 5.0122 0 15 1.1446 0 15 0.1259 93.9113 93.3574 .3538 .2058
L27 416.5903 6.9969 3500.000 5.0080 0 16 0.9967 0 11 0.0120 93.3574 93.3137 .1764 .3753
L28 142.9406 2.4129 2000.000 1.1698 0 15 0.6992 0 15 0.0082 120.8529 113.9585 .1764 .2292
L29 111.2914 2.2238 2000.000 2.3230 0 17 1.0610 0 17 0.0209 113.9585 105.9581 .2292 .2291
L30 121.4510 2.4983 2000.000 2.9201 0 18 0.7101 0 17 0.0240 105.9581 98.2765 .2291 .3882
L31 81.3908 1.8198 2000.000 3.9539 0 20 0.5698 0 12 0.0486 98.2765 95.9051 .3882 .5525
L32 10.6189 1.0497 1500.000 4.0916 0 22 0.9824 0 23 0.3853 95.9051 95.0072 .7367 .6248
L33 13.2107 0.8025 900.0000 0.5164 0 15 0.3977 0 15 0.0391 97.8979 97.3388 .4310 .2431
L34 27.1462 0.7567 2000.000 4.2853 0 22 0.3730 0 21 0.1579 95.0072 94.9212 .4686 .4756
L35 151.1332 2.3985 2800.000 4.2832 0 22 0.7724 0 22 0.0283 94.9212 93.6869 .3397 .2524
L36 604.2278 7.2058 3400.000 4.4472 0 21 1.4603 0 10 0.0074 93.6869 93.3291 .2079 .2997
W2637 41.0450 1.2356 2000.000 0.1475 0 15 0.2706 0 15 0.0036 93.9113 93.7061 .0957 .0430
L37 268.7941 4.1638 3600.000 4.5787 0 20 0.6232 0 30 0.0170 93.3291 93.3137 .2831 .3649
L38 20.3679 0.8611 2000.000 9.2086 0 17 0.9190 0 15 0.4521 93.3137 93.2511 .6569 .6356
L39 220.6626 2.1612 4000.000 -9.1680 0 17 -0.8553 0 15 -0.0415 93.2511 93.1300 .2678 .2875
L41 24.3580 0.8853 2000.000 9.0882 0 18 0.7021 0 17 0.3731 93.1300 92.7390 .6250 .6295
4243 57.3946 1.4914 2000.000 9.4628 0 19 0.7316 0 18 0.1649 92.7389 91.7994 .6295 .5747
4344 63.4676 1.7564 2000.000 9.4266 0 20 0.8744 0 19 0.1485 91.7994 91.1261 .5747 .5631
6869 43.1813 0.6276 2800.000 8.6023 0 32 0.5345 0 37 0.1992 89.5060 89.3463 .5950 .5951
4445 86.8567 1.9041 2500.000 9.1553 0 20 0.6771 0 19 0.1054 91.1261 91.0928 .4505 .5571
4546 96.3889 3.0307 2500.000 8.9044 0 20 1.0667 0 17 0.0924 91.0928 91.0595 .5571 .6878
4647 19.5453 0.7456 2500.000 8.4509 0 21 1.1217 0 16 0.4324 91.0595 91.0425 .6878 .6890
4754 69.8137 1.6227 2500.000 7.8441 0 21 0.7790 0 16 0.1124 91.0425 91.0366 .6890 .7426
4849 68.7768 2.2981 2000.000 1.6829 0 15 0.9080 0 15 0.0245 91.0392 91.0371 .2296 .3136
4950 88.3261 2.2234 2360.000 1.6735 0 15 0.6779 0 15 0.0189 91.0371 91.0370 .2657 .2996
5051 69.6722 2.5632 2000.000 2.3307 0 15 0.9891 0 15 0.0335 91.0370 91.0369 .3535 .4834
5152 86.0599 3.2001 2000.000 2.4009 0 15 0.9344 0 15 0.0279 91.0369 91.0369 .4834 .5535
5253 70.2593 2.7867 2000.000 2.7176 0 15 1.2874 0 13 0.0387 91.0369 91.0368 .5535 .7534
5354 215.9379 3.0206 2500.000 1.9974 0 12 0.4730 0 8 0.0092 91.0368 91.0366 .6027 .7106
5462 217.9611 2.6925 2500.000 8.0486 0 29 0.2734 2 10 0.0369 91.0366 91.0359 .7106 .8464
5657 69.9273 5.9238 Section 4
400.0000 0.2710 0 15 0.5292 0 15 0.0039 99.5490 99.2564 .0475 .0659
5758 51.4571 6.0705 500.0000 0.2606 0 15 0.1801 0 15 0.0051 99.2564 92.6249 .0527 .3697
5859 18.9395 2.2745 1000.000 0.6907 0 15 0.9040 0 16 0.0365 92.6249 91.8115 .1849 .2115
5960 27.1929 2.5298 1000.000 0.8274 0 15 0.8144 0 15 0.0304 91.8115 91.2965 .2115 .1365
6061 52.8129 3.1658 1000.000 0.8239 0 16 0.2161 0 15 0.0156 91.2965 91.0485 .1365 .5485
6162 84.2671 4.7255 2000.000 0.9629 0 16 1.4473 0 7 0.0114 91.0485 91.0359 .2742 1.057 *
6465 90.4168 2.4565 2400.000 8.6175 0 29 0.9578 0 6 0.0953 89.7613 89.7187 .4714 .6828
6566 57.6108 1.7304 2400.000 8.5576 0 29 0.7757 0 11 0.1485 89.7187 89.6970 .6828 .7988
6667 54.3218 0.8545 2400.000 8.6914 0 30 0.3388 0 6 0.1600 89.6970 89.6835 .7988 .8640
L595 217.9611 2.6925 2500.000 8.1785 0 29 0.1915 0 0 0.0375 91.0359 91.0356 .8464 .9143
5556ova 8.0165 3.7039 500.0000 0.4232 0 15 1.5387 0 15 0.0528 100.0299 99.5797 .3599 .3594
5556unda 0.2730 2.4721 375.0000 0.2263 0 15 2.0241 0 15 0.8288 100.0299 99.5490 2.959 2.877
5663ova 7.0634 3.0050 500.0000 0.3825 0 15 1.2067 0 15 0.0542 99.5490 98.1483 .2980 .2966
5663und 0.2114 1.9145 375.0000 0.2359 0 15 2.1610 0 15 1.1156 99.5490 97.3427 3.064 .9139
6364ova 109.2892 6.1392 1800.000 0.5079 0 15 0.8058 0 15 0.0046 97.0683 89.9594 .0379 .0330
6364und 0.6735 4.2350 450.0000 0.6289 0 9 3.9213 0 9 0.9336 97.0683 89.7613 2.929 2.513
6264ova 48.9163 1.4846 800.0000 1.5016 0 29 0.6716 0 30 0.0307 91.0356 90.9777 .1946 .1471
6264und 3.2349 3.4667 1090.000 3.3265 0 29 3.5247 0 28 1.0283 91.0356 89.7613 2.096 1.037
6768ova 22.4678 1.2234 600.0000 6.0515 0 31 1.0895 0 32 0.2693 89.6835 89.6200 .4725 .4000
6768und 3.2349 3.4667 1090.000 2.0442 0 20 2.1496 0 20 0.6319 89.6835 89.5060 1.581 1.528
FREE # 1 Undefnd Undefnd Undefn 8.6023 0 32
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.3061 1.3081 0.7734
L2 0.0000 360.0000 0.0000 0.0000 0.3245 1.4552 0.6561
L3 0.0000 360.0000 0.0000 0.0000 0.4043 2.2570 0.5223
L4 0.0000 360.0000 0.0000 0.0000 0.4932 3.6671 0.6902
L5 0.0000 360.0000 0.0000 0.0000 0.4597 3.2826 0.6577
L6 0.0000 360.0000 0.0000 0.0000 0.4511 4.1273 0.6225
L7 0.0000 360.0000 0.0000 0.0000 0.7489 10.9566 0.3619
L8 0.0000 360.0000 0.0000 0.0000 1.0202 20.8379 0.2814
L9 0.0000 0.0000 0.0000 360.0000 0.1991 5.4742 0.1535
L10 0.0000 360.0000 0.0000 0.0000 0.3983 5.8949 0.2782
L11 0.0000 360.0000 0.0000 0.0000 0.6058 9.6492 0.3740
L12 0.0000 360.0000 0.0000 0.0000 0.8974 14.8180 0.3652
L13 0.0000 360.0000 0.0000 0.0000 0.8748 17.8383 0.5426
L14 0.0000 0.0000 0.0000 360.0000 0.2573 4.8587 0.3727
L15 0.0000 360.0000 0.0000 0.0000 0.4268 6.2004 0.3900
L24 0.0000 360.0000 0.0000 0.0000 0.3846 4.8918 0.5534
L25 0.0000 360.0000 0.0000 0.0000 0.5427 6.7956 0.6572
L26 0.0000 360.0000 0.0000 0.0000 0.5190 4.3798 0.9604
L27 0.0000 360.0000 0.0000 0.0000 0.4890 5.4980 0.8898
L28 0.0000 360.0000 0.0000 0.0000 0.2366 1.6754 0.2833
L29 0.0000 360.0000 0.0000 0.0000 0.3239 2.1902 0.4811
L30 0.0000 360.0000 0.0000 0.0000 0.3287 4.1525 0.4351
L31 0.0000 360.0000 0.0000 0.0000 0.3903 8.1969 0.4710
L32 0.0000 360.0000 0.0000 0.0000 0.4740 4.1648 1.0032
L33 0.0000 0.0000 0.0000 360.0000 0.1292 1.3046 0.1200
L34 0.0000 360.0000 0.0000 0.0000 0.5405 11.4906 0.3521
L35 0.0000 360.0000 0.0000 0.0000 0.2635 5.5454 0.6403
L36 0.0000 360.0000 0.0000 0.0000 0.2889 6.3659 0.7671
W2637 348.5667 0.0000 0.0000 11.4333 0.0844 0.5453 0.0375
L37 0.0000 360.0000 0.0000 0.0000 0.6213 8.9926 0.6305
L38 0.0000 360.0000 0.0000 0.0000 0.6305 10.2131 1.1682
L39 0.0000 108.7500 251.2500 0.0000 0.6760 10.8344 0.9406
L41 0.0000 360.0000 0.0000 0.0000 0.7947 12.9857 0.8774
4243 0.0000 360.0000 0.0000 0.0000 0.4882 12.9618 0.8774
4344 1.1250 358.8750 0.0000 0.0000 0.4737 10.9201 0.9339
6869 5.6667 354.3333 0.0000 0.0000 0.8485 16.9569 0.8452
4445 0.2083 359.7917 0.0000 0.0000 0.8457 16.7281 0.7318
4546 0.2083 359.7917 0.0000 0.0000 0.7946 13.6683 1.2321
4647 0.8333 359.1667 0.0000 0.0000 0.9577 13.6018 1.2538
4754 0.2083 359.7917 0.0000 0.0000 0.9864 23.4900 0.7603
4849 0.2083 359.7917 0.0000 0.0000 0.3150 3.2015 0.3540
4950 0.5417 359.4583 0.0000 0.0000 0.4741 4.7901 0.2762
5051 0.2083 359.7917 0.0000 0.0000 0.5374 6.9235 0.4043
5152 0.7917 359.2083 0.0000 0.0000 0.6761 9.4483 0.3958
5253 0.2083 359.7917 0.0000 0.0000 0.7441 11.5537 0.5734
5354 0.2083 357.2917 0.0000 2.5000 1.2632 41.8342 0.1112
5462 2.6667 357.3333 0.0000 0.0000 1.3492 53.9093 0.2907
5657 348.6056 11.3944 0.0000 0.0000 0.0172 0.5144 0.0119
5758 284.1944 75.8056 0.0000 0.0000 0.0885 1.4522 0.0189
5859 0.2083 359.7917 0.0000 0.0000 0.1496 0.7655 0.1787
5960 0.2083 359.7917 0.0000 0.0000 0.1177 1.0164 0.1415
6061 0.7917 359.2083 0.0000 0.0000 0.2198 3.8700 0.0730
6162 0.2083 359.7917 0.0000 0.0000 0.6692 10.0167 0.5739
6465 0.2083 359.7917 0.0000 0.0000 0.6580 11.3228 1.0584
6566 0.2083 359.7917 0.0000 0.0000 0.9154 19.2707 0.7911
6667 0.2083 359.7917 0.0000 0.0000 1.0867 44.5876 0.3894
L595 0.7917 359.2083 0.0000 0.0000 1.3822 65.0770 0.2765
5556ova 338.3167 10.9542 0.0000 10.7292 0.0797 0.2763 0.2755
5556unda 0.2083 34.7167 0.0000 325.0750 0.1126 0.1136 2.2151
5663ova 335.5381 0.0000 0.0000 24.4619 0.0801 0.3173 0.1793
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6114
6364ova 342.7833 0.0000 0.0000 17.2167 0.0634 0.6304 0.0514
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1639 4.4849
6264ova 341.7000 0.0000 0.0000 18.3000 0.0886 2.2375 0.0917
6264und 1.3333 358.6667 0.0000 0.0000 0.3307 0.9445 6.0165
6768ova 315.0167 0.0000 0.0000 44.9833 0.1789 5.5553 0.2852
6768und 5.5833 354.4167 0.0000 0.0000 0.3315 0.9577 2.9999
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
L1 0.0680 1469.5772 0.0017 1.0000 0.3055 0.0709 0.1335 12.4566
L2 0.0681 1472.0198 0.0018 1.0000 0.2601 0.0705 0.1556 12.4566
L3 0.0682 1473.0811 0.0018 1.0000 0.1670 0.0876 0.2395 12.4566
L4 0.1285 2776.5224 0.0033 1.0000 0.0830 0.1260 0.4551 12.4566
L5 0.1288 2781.3558 0.0039 1.0000 0.0456 0.2258 0.9144 12.4566
L6 0.1288 2783.0204 0.0050 1.0000 0.0244 0.3280 2.2669 2.9203
L7 0.1289 2783.4565 0.0067 1.0000 0.0063 0.6068 7.4515 2.9068
L8 0.1447 3125.8894 0.0099 1.0000 0.0030 0.8573 15.6057 2.9066
L9 0.1448 3127.5841 0.0035 1.0000 0.2417 0.0411 0.7265 6.2283
L10 0.1449 3129.7960 0.0035 1.0000 0.0504 0.2511 3.5353 6.4429
L11 0.1445 3120.5620 0.0053 1.0000 0.0093 0.4867 6.5611 2.9115
L12 0.1435 3100.1911 0.0062 1.0000 0.0045 0.7774 11.3981 2.9092
L13 0.1971 4257.7634 0.0089 1.0000 0.0042 0.8544 13.7659 2.9119
L14 0.1967 4247.8783 0.0048 1.0000 0.2467 0.1052 0.6379 6.2283
L15 0.1970 4255.9360 0.0045 1.0000 0.1031 0.1089 1.1350 8.3295
L24 0.1971 4257.1154 0.0040 1.0000 0.2312 0.0772 0.5855 8.3044
L25 0.2586 5585.4968 0.0060 1.0000 0.1697 0.1088 0.8898 8.3343
L26 0.2576 5563.8541 0.0057 1.0000 0.2449 0.1149 0.6071 8.3044
L27 0.2582 5577.1180 0.0057 1.0000 0.1307 0.1455 0.9918 4.1522
L28 0.0796 1719.2463 0.0013 1.0000 0.3484 0.0568 0.2460 8.3044
L29 0.1490 3218.2774 0.0026 1.0000 0.2736 0.0772 0.3889 8.3044
L30 0.2534 5472.9898 0.0032 1.0000 0.2319 0.1304 0.9026 8.3044
L31 0.3588 7749.1689 0.0042 1.0000 0.1493 0.1536 1.4687 8.3044
L32 0.3876 8371.8847 0.0045 1.0000 0.2660 0.1760 0.8509 10.3805
L33 0.0220 475.7957 0.0007 1.0000 0.3643 0.0233 0.1034 12.4566
L34 0.4115 8889.4440 0.0048 1.0000 0.0628 0.2130 3.0960 10.3805
L35 0.4130 8921.1889 0.0047 1.0000 0.3181 0.1303 1.0484 10.3805
L36 0.4334 9362.3664 0.0049 1.0000 0.5753 0.1050 0.8073 3.7370
W2637 0.0018 38.3058 0.0002 0.0499 0.0177 0.0021 0.0120 0.1000
L37 0.4373 9445.0067 0.0049 1.0000 0.1714 0.1816 1.5468 3.7370
L38 0.6977 15069.588 0.0100 1.0000 0.1497 0.2181 1.7582 3.7370
L39 -0.6989 -15096.38 0.0101 1.0000 0.0000 0.2001 2.0998 8.3044
L41 0.7045 15217.535 0.0096 1.0000 0.1545 0.2182 2.4221 8.3044
4243 0.7505 16210.228 0.0099 0.9993 0.2298 0.1740 2.0298 5.3725
4344 0.7590 16394.339 0.0096 0.9970 0.2625 0.1686 2.0241 0.0733
6869 1.1660 25185.029 0.0086 0.9870 0.1242 0.3464 4.3489 0.1492
4445 0.7775 16794.524 0.0094 0.9993 0.1319 0.2387 3.7029 4.7009
4546 0.7952 17175.459 0.0092 0.9993 0.3207 0.2372 2.4813 3.3578
4647 0.7964 17201.208 0.0086 0.9979 0.1308 0.3018 2.9198 0.9312
4754 0.8096 17488.115 0.0091 0.9993 0.2592 0.2664 4.4039 3.3578
4849 0.0905 1953.7419 0.0022 0.9993 0.3160 0.0637 0.4737 3.3578
4950 0.0904 1952.8952 0.0026 0.9985 0.1349 0.0944 0.8002 2.2667
5051 0.1216 2626.5906 0.0033 0.9993 0.3605 0.1017 1.0578 3.3578
5152 0.1215 2624.5191 0.0044 0.9979 0.1388 0.1422 1.5831 1.3076
5253 0.1312 2834.1476 0.0045 0.9993 0.5353 0.1554 1.9075 3.3578
5354 0.1321 2854.3884 0.0066 0.9992 0.0605 0.2737 8.1929 3.2284
5462 0.9426 20360.158 0.0188 0.9937 0.2137 0.3432 11.4945 0.0806
5657 0.0038 81.4700 0.0003 0.0477 0.0513 0.0005 0.0141 0.0200
5758 0.0038 81.9490 0.0004 0.3515 0.0123 0.0094 0.1481 0.0350
5859 0.0290 627.2340 0.0009 0.9993 0.3444 0.0213 0.0866 4.0293
5960 0.0359 774.5638 0.0010 0.9993 0.3885 0.0164 0.1032 3.3578
6061 0.0360 777.6840 0.0011 0.9979 0.0778 0.0447 0.6770 1.8472
6162 0.0487 1052.1071 0.0026 0.9993 0.1741 0.1402 1.6342 3.3579
6465 1.0942 23634.249 0.0092 0.9993 0.3207 0.2463 2.9382 3.3578
6566 1.0942 23633.707 0.0094 0.9992 0.1714 0.3429 5.3048 3.8741
6667 1.1622 25103.902 0.0108 0.9993 0.0436 0.4470 13.3116 5.3725
L595 0.9896 21376.401 0.0369 0.9978 0.1111 0.4081 14.8918 2.0915
5556ova 0.0112 241.4970 0.0005 0.0963 0.0969 0.0058 0.0134 0.0201
5556unda 0.0209 450.3783 0.0004 0.9993 1.4679 0.0301 0.0199 0.9402
5663ova 0.0152 328.4995 0.0004 0.1122 0.1026 0.0065 0.0229 0.0201
5663und 0.0246 531.7183 0.0003 0.9993 1.2181 0.0353 0.0224 0.9402
6364ova 0.0117 252.9021 0.0006 0.0759 0.0908 0.0028 0.0276 0.0500
6364und 0.0508 1096.8773 0.0010 0.9993 1.0927 0.0607 0.0582 0.9402
6264ova 0.0395 853.9994 0.0011 0.1035 0.0627 0.0062 0.1371 0.0200
6264und 0.9500 20518.926 0.0037 0.9968 0.6121 0.1672 0.3589 0.3658
6768ova 0.3711 8016.3985 0.0045 0.2372 0.1625 0.0290 0.7845 0.0200
6768und 0.7941 17151.810 0.0036 0.9871 0.5952 0.1663 0.4004 0.0140
FREE # 1 1.1661 25187.741
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.3488 0.0000 1.2400 0.6055 0.7701 103.6579 102.3648 Max Flow
L2 1.3360 0.0000 0.9635 0.5285 0.6538 102.3644 101.1269 Max Flow
L3 1.3167 0.0000 0.4211 0.5247 0.7457 101.1265 100.4585 Max Flow
L4 2.5518 0.0000 0.4598 0.6141 0.9931 100.4580 99.9909 Max Flow
L5 2.5136 0.0000 0.3833 0.5311 0.9973 99.9904 99.5815 Max Flow
L6 2.5140 0.0000 0.0165 0.6112 0.5206 99.5815 99.5967 Max Flow
L7 2.4995 0.0000 0.0010 0.5619 0.4696 99.5965 99.5987 Max Flow
L8 2.8566 0.0000 0.0002 0.5686 0.4878 99.5986 99.5992 Max Flow
L9 2.7977 0.0000 0.1694 0.1995 0.5694 99.5990 99.4095 Max Flow
L10 2.7894 0.0000 0.0504 0.2343 0.1937 98.8964 97.6390 Max Flow
L11 2.7729 0.0000 0.0039 0.5228 0.4802 97.6389 97.6415 Max Flow
L12 2.7414 0.0000 0.0009 0.6009 0.5341 97.6413 97.6424 Max Flow
L13 3.9523 0.0000 0.0016 0.8449 0.7781 97.6423 97.6431 Max Flow
L14 3.9043 0.0000 0.0883 0.4005 0.6663 97.6429 97.5305 Max Flow
L15 3.8761 0.0000 0.2224 0.3094 0.4994 94.9600 94.7212 Max Flow
L24 3.8115 0.0000 0.4638 0.4777 0.6819 94.7209 94.2488 Max Flow
L25 5.0859 0.0000 0.2425 0.5018 0.6566 94.2484 93.9003 Max Flow
L26 4.8675 0.0000 0.4701 0.6151 1.1950 93.8998 93.3466 Max Flow
L27 4.8270 0.0000 0.0981 0.6395 0.6033 93.3461 93.2443 Max Flow
L28 1.1166 0.0000 4.5241 0.2529 0.3435 120.8449 113.9477 Max Flow
L29 2.1281 0.0000 7.9569 0.3199 0.4320 113.9473 105.9175 Max Flow
L30 2.8606 0.0000 3.1801 0.3371 0.4518 105.9529 98.2765 Max Flow
L31 3.9539 0.0000 0.8012 0.5149 0.7811 98.2765 95.8959 Max Flow
L32 4.0610 0.0000 0.8580 0.7406 1.0576 95.9009 95.0053 Max Flow
L33 0.5142 0.0000 0.5397 0.2184 0.3497 97.8974 97.3384 Max Flow
L34 4.2545 0.0000 0.0863 0.4059 0.9118 95.0045 94.9184 Max Flow
L35 4.2583 0.0000 1.1863 0.7284 0.8578 94.9201 93.6857 Max Flow
L36 4.4267 0.0000 0.1099 0.7059 0.7034 93.6864 93.3009 Max Flow
W2637 0.1253 0.0000 0.1904 0.0823 0.1584 93.8998 93.7024 Max Flow
L37 4.5681 0.0000 0.0299 0.6038 0.7219 93.3007 93.2828 Max Flow
L38 8.4228 0.0000 0.0552 0.8906 1.5144 93.2825 93.2238 Max Flow
L39 -0.0166 0.0000 -0.0078 0.0051 0.0161 92.1851 92.1928 Max Flow
L41 8.6757 0.0000 0.3789 0.6894 1.2240 93.1078 92.7322 Max Flow
4243 9.3823 0.0000 0.9159 0.8174 1.2223 92.7320 91.7993 Max Flow
4344 9.3537 0.0000 0.7918 0.7935 1.1065 91.7994 90.9823 Max Flow
6869 8.4529 0.0000 0.1592 0.7338 1.6404 89.4795 89.3201 Max Flow
4445 9.0489 0.0000 0.1142 0.5722 0.8630 90.9828 90.8783 Max Flow
4546 8.8279 0.0000 0.1947 0.9391 1.1479 90.8789 90.7076 Max Flow
4647 8.2856 0.0000 0.0641 0.7997 1.7335 90.7090 90.6398 Max Flow
4754 7.6053 0.0000 0.0101 0.7012 1.0199 90.9734 90.9649 Max Flow
4849 1.6638 0.0000 0.1843 0.3114 0.3954 90.9784 90.7870 Max Flow
4950 1.6418 0.0000 0.0343 0.2370 0.3201 90.7867 90.7592 Max Flow
5051 2.2976 0.0000 0.2807 0.3357 0.4188 90.7591 90.4648 Max Flow
5152 2.3378 0.0000 0.0510 0.2951 0.3418 90.4649 90.4314 Max Flow
5253 2.6511 0.0000 0.4675 0.4075 0.4684 90.4324 89.9245 Max Flow
5354 1.8176 0.0000 0.0066 0.1191 0.1961 89.9245 89.9230 Max Flow
5462 7.9657 0.0000 0.0012 0.2861 0.4052 91.0364 91.0358 Max Flow
5657 0.2624 0.0000 0.1532 0.0241 0.0181 99.5488 99.2555 Max Flow
5758 0.2432 0.0000 0.0486 0.0341 0.0244 99.2555 92.6191 Max Flow
5859 0.6490 0.0000 0.6407 0.1599 0.1780 92.6188 91.8085 Max Flow
5960 0.7917 0.0000 0.4905 0.1532 0.1776 91.8083 91.2930 Max Flow
6061 0.7717 0.0000 0.0156 0.1226 0.1317 91.2930 91.0216 Max Flow
6162 0.9169 0.0000 0.1250 0.5158 0.5195 91.0209 89.9197 Max Flow
6465 8.6061 0.0000 0.0813 0.9346 1.0241 89.7605 89.7163 Max Flow
6566 8.5573 0.0000 0.0282 0.9899 1.2241 89.7162 89.6935 Max Flow
6667 8.6773 0.0000 0.0145 0.7726 1.2872 89.6934 89.6795 Max Flow
L595 8.1327 0.0000 0.0004 0.2898 0.4111 91.0358 91.0354 Max Flow
5556ova 0.4161 0.0000 0.4474 0.2187 0.1784 100.0288 99.5784 Max Flow
5556unda 0.2260 0.1787 0.3010 0.3380 0.2603 100.0288 99.5488 Max Flow
5663ova 0.3801 0.0000 1.3955 0.1671 0.1479 99.5488 98.1479 Max Flow
5663und 0.2358 0.6033 1.6052 0.3427 0.3750 99.5488 97.3427 Max Flow
6364ova 0.4983 0.0000 7.0434 0.0605 0.0584 97.0680 89.9583 Max Flow
6364und 0.6276 1.5690 6.0783 1.2885 0.3441 97.0385 89.3899 Max Flow
6264ova 1.5006 0.0000 0.0457 0.1176 0.1669 91.0354 90.9776 Max Flow
6264und 3.3261 1.1510 0.1239 0.9892 0.9250 91.0354 89.7605 Max Flow
6768ova 5.8333 0.0000 0.0469 0.2354 0.3159 89.6795 89.6154 Max Flow
6768und 2.0274 0.3890 0.0456 0.8037 0.6255 89.4296 89.0101 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 105.0000 255.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 275.0000 0.0000 85.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 275.0000 0.0000 85.0000 0.0000 0.0000 0.0000 0.0000 None
L14 115.0000 245.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 10.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 15.0000 345.0000 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 170.0000 190.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 305.0000 30.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
W2637 0.0000 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 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 145.0000 215.0000 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 50.0000 310.0000 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 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 30.0000 330.0000 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 5.0000 330.0000 5.0000 0.0000 20.0000 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 335.0000 0.0000 0.0000 25.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 335.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 5.0000 15.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 115.0000 0.0000 0.0000 245.0000 0.0000 None
6768ova 10.0000 35.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 80.0000 100.0000 0.0000 40.0000 140.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.1667 1.2500 1.0417 0.0000
L2 357.4583 357.4583 0.0000 0.0000
L3 358.8750 358.8750 0.0000 0.0000
L4 323.6083 323.6083 0.0000 0.0000
L5 0.0500 334.8917 0.0000 0.0000
L6 0.0000 340.9792 0.0000 0.0000
L7 0.0000 330.6667 0.0000 0.0000
L8 0.0000 339.3750 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.9583 0.0000 0.0000
L12 0.0000 351.7083 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 8.1944 9.2500 0.0000 0.0000
L25 357.5417 357.5417 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 349.0292 359.9583 0.0000 0.0000
L28 130.4583 131.5833 0.0000 0.0000
L29 340.6667 340.6667 0.0000 0.0000
L30 358.9167 358.9167 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 22.1944 22.1944 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0417 354.4167 0.0000 0.0000
L35 3.9583 3.9583 0.0000 0.0000
L36 49.4653 49.5764 0.1667 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 317.8500 359.0000 0.0000 0.0000
L38 0.0417 3.2083 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 21.7875 37.4375 0.0000 0.0000
4243 22.7500 22.7500 0.1250 0.0000
4344 29.2708 29.3958 0.1250 0.0000
6869 4.9639 25.8625 0.0000 0.0000
4445 301.0694 358.1250 0.0000 0.0000
4546 7.4375 43.1875 0.0000 0.0000
4647 0.0000 7.5833 0.0000 0.0000
4754 3.0417 52.4167 0.0000 0.0000
4849 5.2583 29.8458 0.0000 0.0000
4950 298.4375 359.7917 0.9167 0.0000
5051 6.5042 38.4861 0.0000 0.0000
5152 305.3333 359.7917 1.0000 0.0000
5253 9.7292 49.6875 0.0833 0.0000
5354 297.3542 350.2583 0.2083 0.0000
5462 293.6944 356.0833 0.0000 0.0000
5657 347.9722 348.0000 6.9583 0.0000
5758 349.9444 349.9444 0.0000 0.0000
5859 358.4583 358.4583 0.0000 0.0000
5960 0.0000 0.0000 0.4167 0.0000
6061 358.7917 359.7917 1.0000 0.0000
6162 332.1583 351.9917 2.7917 0.0000
6465 197.5194 246.3750 0.4167 0.0000
6566 7.7302 358.7083 0.0000 0.0000
6667 0.0000 351.7659 0.0000 0.0000
L595 232.0833 358.2500 0.0417 0.0000
5556ova 341.8819 342.3986 15.5917 0.0000
5556unda 1.7333 6.1333 332.9333 0.0000
5663ova 0.3375 0.3375 0.3819 0.0000
5663und 0.0000 0.0000 332.4917 0.0000
6364ova 0.0000 0.0000 351.5917 0.0000
6364und 305.3750 306.7500 6.8333 0.0000
6264ova 0.0000 0.0000 318.4833 0.0000
6264und 0.2917 294.3472 0.0000 0.0000
6768ova 0.0000 0.0000 295.5833 0.0000
6768und 0.0000 281.0417 0.8250 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 0.3938 1.1167 0.3790 0.0345 1.3109 0.0153 0.0875 1.1739 0.0403 0.9190 12.3261 0.4232 0.7596
L2 0.0000 0.9333 0.0223 0.0000 1.3545 0.0000 0.0000 1.4513 0.0000 0.0000 15.9645 0.0003 0.7025
L3 0.0000 0.5958 0.0000 0.0000 1.3439 0.0000 0.0000 2.2558 0.0000 0.0000 36.0933 0.0000 0.8745
L4 0.2466 0.7330 0.2671 0.0155 2.5280 0.0405 0.0629 3.4488 0.1517 1.0066 55.1806 2.4276 0.9821
L5 0.0000 0.7842 0.0000 0.0000 2.5709 0.0000 0.0000 3.2784 0.0000 0.0000 32.7838 0.0000 0.8591
L6 0.1573 0.7448 0.2319 0.0875 2.4150 0.0745 0.5562 3.2426 0.3214 5.6734 33.0749 3.2779 1.0106
L7 0.0272 0.2452 0.0562 0.0044 2.5580 0.0197 0.1633 10.4335 0.3511 1.7145 109.5513 3.6862 1.5300
L8 0.0109 0.1405 0.0219 0.0009 2.9031 0.0020 0.0865 20.6602 0.0904 0.8649 206.6017 0.9042 2.0028
L9 0.3961 0.6609 0.6324 1.1034 1.6995 0.0737 2.7859 2.5713 0.1166 27.8593 25.7133 1.1659 0.3027
L10 0.2665 0.5760 0.2695 0.1800 2.4277 0.2689 0.6753 4.2150 0.9979 6.7533 42.1495 9.9788 0.5854
L11 0.0545 0.3477 0.1094 0.0433 2.7603 0.0992 0.7939 7.9389 0.9073 13.0989 130.9925 14.9702 1.2470
L12 0.0272 0.2115 0.0552 0.0169 2.8857 0.0299 0.6232 13.6436 0.5418 10.2829 225.1196 8.9391 1.8366
L13 0.0302 0.2557 0.0618 0.0415 3.8788 0.0795 1.3730 15.1667 1.2860 24.0281 265.4172 22.5045 2.4362
L14 0.0000 0.4626 0.8566 0.0000 0.1930 3.8039 0.0000 0.4172 4.4409 0.0000 4.1718 44.4092 0.4212
L15 0.3719 0.8263 0.3396 0.4851 3.1357 0.3737 1.3044 3.7951 1.1006 16.9578 49.3358 14.3076 0.5989
L24 0.1548 0.8165 0.0000 0.0054 3.9622 0.0000 0.0351 4.8526 0.0000 0.7020 97.0516 0.0000 0.6843
L25 0.3708 0.8680 0.3270 0.2159 4.7039 0.2576 0.5823 5.4189 0.7878 9.3170 86.7025 12.6042 0.8509
L26 0.0000 1.1468 0.0000 0.0000 5.0122 0.0000 0.0000 4.3707 0.0000 0.0000 65.5608 0.0000 0.8791
L27 0.0000 0.9913 0.1405 0.0000 4.9360 0.0719 0.0000 4.9795 0.5118 0.0000 72.2021 7.4216 0.9900
L28 0.0000 0.7063 0.0000 0.0000 1.1698 0.0000 0.0000 1.6562 0.0000 0.0000 221.9361 0.0000 0.4090
L29 0.0000 1.0634 0.0000 0.0000 2.3230 0.0000 0.0000 2.1845 0.0000 0.0000 345.1538 0.0000 0.4537
L30 0.0000 0.7084 0.0000 0.0000 2.9201 0.0000 0.0000 4.1221 0.0000 0.0000 618.3086 0.0000 0.6530
L31 0.0000 0.4834 0.0000 0.0000 3.9539 0.0000 0.0000 8.1793 0.0000 0.0000 727.9564 0.0000 0.9528
L32 0.3362 1.0209 0.3231 0.0533 4.0160 0.0222 0.1586 3.9340 0.0687 3.3314 82.6130 1.4436 1.0345
L33 0.1632 0.4506 0.1629 0.0293 0.4775 0.0096 0.1797 1.0598 0.0588 1.7969 10.5978 0.5882 0.3320
L34 0.0956 0.3868 0.2812 0.0162 3.9854 0.2837 0.1693 10.3039 1.0088 2.9630 180.3189 17.6534 0.9435
L35 0.0711 0.7770 0.3035 0.0000 4.2731 0.0100 0.0006 5.4994 0.0330 0.0126 118.2380 0.7098 0.8450
L36 0.1769 0.7124 0.0728 0.0224 4.4236 0.0012 0.1267 6.2096 0.0169 2.2812 111.7719 0.3050 0.8560
W2637 0.2265 0.2942 0.1367 0.0172 0.1256 0.0047 0.0758 0.4270 0.0347 0.7582 4.2702 0.3473 0.1495
L37 0.0874 0.5509 0.0422 0.0629 4.5125 0.0033 0.7206 8.1910 0.0775 16.9339 192.4885 1.8220 1.1581
L38 0.1841 1.0968 0.1145 0.3572 8.8260 0.0254 1.9402 8.0472 0.2216 27.1630 112.6612 3.1026 1.2946
L39 0.0000 0.8636 0.2770 0.0000 9.0834 0.0846 0.0000 10.5187 0.3055 0.0000 105.1865 3.0551 1.1340
L41 0.3048 0.7574 0.2967 0.2667 8.5967 0.2249 0.8748 11.3504 0.7581 47.6742 618.5943 41.3174 1.2528
4243 0.2968 1.1730 0.3716 1.3681 7.3084 0.7863 4.6103 6.2304 2.1161 276.6171 373.8267 126.9666 1.2085
4344 0.5165 1.3526 0.3332 2.5786 6.4701 0.3779 4.9925 4.7834 1.1344 249.6252 239.1700 56.7177 1.0858
6869 0.0000 0.5108 0.1683 0.0000 8.5828 0.0195 0.0000 16.8037 0.1159 0.0000 336.0742 2.3179 1.6661
4445 0.0000 0.5475 0.0000 0.0000 9.1553 0.0000 0.0000 16.7206 0.0000 0.0000 551.7812 0.0000 1.2483
4546 0.4840 1.0217 0.2933 4.1888 4.5544 0.1612 8.6545 4.4578 0.5496 216.3631 111.4448 13.7404 1.5437
4647 0.1928 0.6980 0.2019 0.1478 8.0374 0.2657 0.7667 11.5146 1.3157 15.3333 230.2912 26.3138 1.7207
4754 0.2443 0.4078 0.2454 1.2257 5.2403 1.3781 5.0167 12.8515 5.6149 155.5168 398.3963 174.0622 1.7839
4849 0.1539 0.5417 0.1534 0.0102 1.6640 0.0087 0.0662 3.0719 0.0565 0.7943 36.8627 0.6777 0.5385
4950 0.2289 0.3908 0.2307 0.1294 1.3905 0.1535 0.5654 3.5581 0.6656 3.3922 21.3484 3.9934 0.6642
5051 0.1962 0.3672 0.1967 0.1164 2.0894 0.1249 0.5934 5.6894 0.6350 11.2737 108.0986 12.0648 0.8288
5152 0.2005 0.3161 0.2116 0.4508 1.2915 0.6585 2.2482 4.0857 3.1120 13.4889 24.5140 18.6721 1.0314
5253 0.1329 0.2839 0.1603 0.2312 2.1010 0.3854 1.7393 7.4015 2.4046 34.7853 148.0298 48.0927 1.3015
5354 0.0291 0.0524 0.0373 0.1574 1.6735 0.1666 5.4073 31.9591 4.4606 156.8111 926.8139 129.3562 1.6300
5462 0.0787 0.1709 0.0429 0.5183 7.3443 0.1861 6.5817 42.9866 4.3335 78.9809 515.8387 52.0018 1.9337
5657 0.0941 0.5269 0.1381 0.0000 0.2710 0.0000 0.0000 0.5143 0.0001 0.0001 3.0856 0.0003 0.0223
5758 0.1082 0.1813 0.1161 0.0019 0.2563 0.0024 0.0172 1.4139 0.0211 0.8585 70.6945 1.0526 0.0993
5859 0.0000 0.9029 0.0000 0.0000 0.6907 0.0000 0.0000 0.7649 0.0000 0.0000 13.7680 0.0000 0.1972
5960 0.3127 0.8271 0.2800 0.0048 0.8206 0.0020 0.0153 0.9921 0.0073 0.2602 16.8664 0.1240 0.1782
6061 0.1191 0.2228 0.0847 0.0144 0.7941 0.0154 0.1206 3.5649 0.1813 2.0506 60.6034 3.0815 0.3506
6162 0.0636 0.1658 0.0392 0.3372 0.5776 0.0482 5.3021 3.4831 1.2313 159.0635 104.4937 36.9376 1.4800
6465 0.3295 0.7939 0.4224 0.0645 8.2378 0.3152 0.1957 10.3758 0.7462 6.2623 332.0266 23.8787 1.3703
6566 0.0000 0.4715 0.3989 0.0000 5.6651 2.8924 0.0000 12.0159 7.2517 0.0000 420.5548 253.8101 1.7651
6667 0.1626 0.2774 0.1252 3.5626 4.1792 0.9496 21.9112 15.0651 7.5823 1095.5624 753.2532 379.1128 1.9895
L595 0.0783 0.1478 0.0284 0.7421 7.2504 0.1860 9.4768 49.0549 6.5400 56.8609 294.3294 39.2403 2.1987
5556ova 0.1908 1.5609 0.0000 0.0011 0.4221 0.0000 0.0058 0.2704 0.0000 0.0922 4.3271 0.0000 0.1798
5663ova 0.0000 1.2070 0.0465 0.0000 0.3825 0.0000 0.0000 0.3169 0.0000 0.0000 26.3064 0.0010 0.1487
6364ova 0.0689 0.8060 0.0689 0.0000 0.5079 0.0000 0.0001 0.6302 0.0001 0.0114 69.3182 0.0114 0.0643
6264ova 0.5076 0.7866 0.4830 0.1857 1.1299 0.1860 0.3658 1.4365 0.3850 3.6581 14.3655 3.8499 0.1393
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 0.2643
*========================================================*
| 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 0.1157 4.4003 0.05128 4.5673 9.0252 12.949 0.1157 4.4003 0.05128 4.5673 9.0252 12.949 0.0000 0.0000 0.0000 None
L2 0.0000 4.6482 .17E-05 4.6482 2.3762 6.5183 0.0000 4.6482 .17E-05 4.6482 2.3762 6.5183 0.0000 0.0000 0.0000 None
L3 0.0000 8.3513 0.0000 8.3513 5.1264 10.286 0.0000 8.3513 0.0000 8.3513 5.1264 10.286 0.0000 0.0000 0.0000 None
L4 0.1005 16.370 0.2624 16.732 4.7375 11.815 0.1005 16.370 0.2624 16.732 4.7375 11.815 0.0000 0.0000 0.0000 None
L5 0.0000 13.080 0.0000 13.080 6.8044 13.594 0.0000 13.080 0.0000 13.080 6.8044 13.594 0.0000 0.0000 0.0000 None
L6 2.6398 72.850 2.2481 77.738 6.9165 15.493 2.6398 72.850 2.2481 77.738 6.9165 15.493 0.0000 0.0000 0.0000 None
L7 0.4889 281.83 2.1747 284.50 4.9668 19.006 0.4889 281.83 2.1747 284.50 4.9668 19.006 0.0000 0.0000 0.0000 None
L8 0.2044 629.87 0.4287 630.51 6.1877 26.045 0.2044 629.87 0.4287 630.51 6.1877 26.045 0.0000 0.0000 0.0000 None
L9 8.7678 13.504 0.5860 22.858 3.5315 30.588 8.7678 13.504 0.5860 22.858 3.5315 30.588 0.0000 0.0000 0.0000 None
L10 2.9159 39.328 4.3567 46.601 10.193 23.109 2.9159 39.328 4.3567 46.601 10.193 23.109 0.0000 0.0000 0.0000 None
L11 3.2686 208.35 7.4897 219.11 6.4434 21.679 3.2686 208.35 7.4897 219.11 6.4434 21.679 0.0000 0.0000 0.0000 None
L12 2.5193 429.66 4.4532 436.63 6.6332 22.482 2.5193 429.66 4.4532 436.63 6.6332 22.482 0.0000 0.0000 0.0000 None
L13 5.8254 544.25 11.158 561.23 2.9629 22.464 5.8254 544.25 11.158 561.23 2.9629 22.464 0.0000 0.0000 0.0000 None
L14 0.0000 1.9001 37.455 39.355 4.5231 25.370 0.0000 1.9001 37.455 39.355 4.5231 25.370 0.0000 0.0000 0.0000 None
L15 4.1013 26.511 3.1599 33.772 2.5232 16.852 4.1013 26.511 3.1599 33.772 2.5232 16.852 0.0000 0.0000 0.0000 None
L24 0.03613 26.359 0.0000 26.395 5.0351 17.293 0.03613 26.359 0.0000 26.395 5.0351 17.293 0.0000 0.0000 0.0000 None
L25 1.9338 42.123 2.3065 46.363 3.2802 15.251 1.9338 42.123 2.3065 46.363 3.2802 15.251 0.0000 0.0000 0.0000 None
L26 0.0000 28.667 0.0000 28.667 5.7970 13.748 0.0000 28.667 0.0000 28.667 5.7970 13.748 0.0000 0.0000 0.0000 None
L27 0.0000 74.264 1.0820 75.346 11.313 21.644 0.0000 74.264 1.0820 75.346 11.313 21.644 0.0000 0.0000 0.0000 None
L28 0.0000 6.5775 0.0000 6.5775 26.843 33.381 0.0000 6.5775 0.0000 6.5775 26.843 33.381 0.0000 0.0000 0.0000 None
L29 0.0000 10.306 0.0000 10.306 23.685 30.315 0.0000 10.306 0.0000 10.306 23.685 30.315 0.0000 0.0000 0.0000 None
L30 0.0000 20.346 0.0000 20.346 24.940 36.649 0.0000 20.346 0.0000 20.346 24.940 36.649 0.0000 0.0000 0.0000 None
L31 0.0000 37.848 0.0000 37.848 20.866 46.716 0.0000 37.848 0.0000 37.848 20.866 46.716 0.0000 0.0000 0.0000 None
L32 0.3010 22.669 0.1254 23.095 7.9471 16.086 0.3010 22.669 0.1254 23.095 7.9471 16.086 0.0000 0.0000 0.0000 None
L33 0.1537 2.5037 0.05024 2.7076 7.8918 18.079 0.1537 2.5037 0.05024 2.7076 7.8918 18.079 0.0000 0.0000 0.0000 None
L34 0.2442 60.159 4.2819 64.685 1.7937 22.980 0.2442 60.159 4.2819 64.685 1.7937 22.980 0.0000 0.0000 0.0000 None
L35 .000178 18.225 0.04274 18.267 8.9219 29.889 .000178 18.225 0.04274 18.267 8.9219 29.889 0.0000 0.0000 0.0000 None
L36 0.2978 58.757 0.01638 59.071 4.9880 28.294 0.2978 58.757 0.01638 59.071 4.9880 28.294 0.0000 0.0000 0.0000 None
W2637 0.1336 0.9772 0.03692 1.1477 8.2856 14.200 0.1336 0.9772 0.03692 1.1477 8.2856 14.200 0.0000 0.0000 0.0000 None
L37 2.0850 149.48 0.1084 151.67 4.7495 18.883 2.0850 149.48 0.1084 151.67 4.7495 18.883 0.0000 0.0000 0.0000 None
L38 6.4959 160.50 0.4616 167.46 20.090 36.015 6.4959 160.50 0.4616 167.46 20.090 36.015 0.0000 0.0000 0.0000 None
L39 0.0000 84.876 0.7908 85.667 21.109 36.644 0.0000 84.876 0.7908 85.667 21.109 36.644 0.0000 0.0000 0.0000 None
L41 3.3111 106.74 2.7926 112.85 20.402 36.075 3.3111 106.74 2.7926 112.85 20.402 36.075 0.0000 0.0000 0.0000 None
4243 14.021 74.900 8.0581 96.979 14.567 40.839 14.021 74.900 8.0581 96.979 14.567 40.839 0.0000 0.0000 0.0000 None
4344 24.926 62.542 3.6533 91.121 15.872 38.708 24.926 62.542 3.6533 91.121 15.872 38.708 0.0000 0.0000 0.0000 None
6869 0.0000 105.08 0.2388 105.32 23.655 45.305 0.0000 105.08 0.2388 105.32 23.655 45.305 0.0000 0.0000 0.0000 None
4445 0.0000 214.16 0.0000 214.16 11.542 30.882 0.0000 214.16 0.0000 214.16 11.542 30.882 0.0000 0.0000 0.0000 None
4546 89.052 96.825 3.4272 189.30 8.9051 25.418 89.052 96.825 3.4272 189.30 8.9051 25.418 0.0000 0.0000 0.0000 None
4647 5.0167 272.79 9.0166 286.83 9.3541 22.730 5.0167 272.79 9.0166 286.83 9.3541 22.730 0.0000 0.0000 0.0000 None
4754 78.794 336.86 88.587 504.24 14.412 37.886 78.794 336.86 88.587 504.24 14.412 37.886 0.0000 0.0000 0.0000 None
4849 0.1932 31.557 0.1642 31.915 20.809 30.760 0.1932 31.557 0.1642 31.915 20.809 30.760 0.0000 0.0000 0.0000 None
4950 4.8354 51.962 5.7372 62.534 16.065 25.978 4.8354 51.962 5.7372 62.534 16.065 25.978 0.0000 0.0000 0.0000 None
5051 4.9600 89.043 5.3227 99.325 14.676 27.273 4.9600 89.043 5.3227 99.325 14.676 27.273 0.0000 0.0000 0.0000 None
5152 28.927 82.873 42.256 154.06 11.363 25.064 28.927 82.873 42.256 154.06 11.363 25.064 0.0000 0.0000 0.0000 None
5253 17.899 162.64 29.833 210.38 8.1610 22.816 17.899 162.64 29.833 210.38 8.1610 22.816 0.0000 0.0000 0.0000 None
5354 81.872 870.69 86.657 1039.2 2.1240 34.396 81.872 870.69 86.657 1039.2 2.1240 34.396 0.0000 0.0000 0.0000 None
5462 57.692 817.50 20.712 895.91 0.08959 40.778 57.692 817.50 20.712 895.91 0.08959 40.778 0.0000 0.0000 0.0000 None
5657 .97E-05 1.7172 .000046 1.7172 0.09734 29.905 .97E-05 1.7172 .000046 1.7172 0.09734 29.905 0.0000 0.0000 0.0000 None
5758 0.06066 8.3669 0.07980 8.5073 4.6153 20.424 0.06066 8.3669 0.07980 8.5073 4.6153 20.424 0.0000 0.0000 0.0000 None
5859 0.0000 3.6002 0.0000 3.6002 7.3693 12.432 0.0000 3.6002 0.0000 3.6002 7.3693 12.432 0.0000 0.0000 0.0000 None
5960 0.02902 4.9745 0.01238 5.0159 7.7088 16.214 0.02902 4.9745 0.01238 5.0159 7.7088 16.214 0.0000 0.0000 0.0000 None
6061 0.5771 31.894 0.6170 33.088 13.597 29.078 0.5771 31.894 0.6170 33.088 13.597 29.078 0.0000 0.0000 0.0000 None
6162 39.208 67.163 5.6068 111.98 0.05800 15.034 39.208 67.163 5.6068 111.98 0.05800 15.034 0.0000 0.0000 0.0000 None
6465 1.3691 174.92 6.6927 182.99 28.385 44.806 1.3691 174.92 6.6927 182.99 28.385 44.806 0.0000 0.0000 0.0000 None
6566 0.0000 202.44 103.36 305.80 5.3680 25.071 0.0000 202.44 103.36 305.80 5.3680 25.071 0.0000 0.0000 0.0000 None
6667 224.54 263.40 59.850 547.78 3.2561 43.877 224.54 263.40 59.850 547.78 3.2561 43.877 0.0000 0.0000 0.0000 None
L595 104.27 1018.8 26.133 1149.2 0.06015 51.124 104.27 1018.8 26.133 1149.2 0.06015 51.124 0.0000 0.0000 0.0000 None
5556ova .006962 2.6725 0.0000 2.6795 8.7129 12.092 .006962 2.6725 0.0000 2.6795 8.7129 12.092 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.9830 .42E-05 2.9830 9.1009 12.901 0.0000 2.9830 .42E-05 2.9830 9.1009 12.901 0.0000 0.0000 0.0000 None
6364ova .000028 2.0229 .000028 2.0229 0.09678 9.9032 .000028 2.0229 .000028 2.0229 0.09678 9.9032 0.0000 0.0000 0.0000 None
6264ova 3.0949 18.833 3.0996 25.027 25.846 47.757 3.0949 18.833 3.0996 25.027 25.846 47.757 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 103.6600 102.3678 10.5000 11.7000 2.6748 2.6748 1.7000 1.2489 1.2489 0.8000 3.9237 3.9237
L2 102.3678 101.1322 11.0000 4.2000 1.8238 1.8238 2.7000 2.3183 2.3183 2.3000 4.1421 4.1421
L3 101.1322 100.4625 16.0000 7.4000 2.2736 2.2736 2.6000 2.8857 2.8857 3.3000 5.1593 5.1593
L4 100.4624 99.9980 16.0000 6.5000 1.7625 1.7625 1.3000 5.3154 5.3154 4.2000 7.0779 7.0779
L5 99.9980 99.5844 10.0000 11.5000 4.6956 4.6956 5.5000 2.0943 2.0943 2.4000 6.7900 6.7900
L6 99.5844 99.5995 10.2000 12.1000 5.1835 5.1835 2.6000 3.3927 3.3927 1.9000 8.5762 8.5762
L7 99.5995 99.6019 10.5000 11.9000 6.9332 6.9332 6.0000 7.1064 7.1064 5.1000 14.0396 14.0396
L8 99.6020 99.6027 10.0000 14.5000 8.3123 8.3123 7.6000 11.5447 11.5447 10.8000 19.8570 19.8570
L9 99.6027 99.4116 10.0000 27.5000 23.9685 23.9685 8.2000 3.0876 3.0876 2.2000 27.0561 27.0561
L10 98.9000 97.6409 10.0000 19.7000 9.5072 9.5072 7.2000 3.4092 3.4092 0.0000 12.9164 12.9164
L11 97.6409 97.6432 16.5000 12.9000 6.4566 6.4566 3.5000 8.7790 8.7790 5.4000 15.2356 15.2356
L12 97.6432 97.6441 16.5000 15.0000 8.3668 8.3668 6.0000 7.4822 7.4822 5.5000 15.8491 15.8491
L13 97.6441 97.6450 17.5000 12.5000 9.5371 9.5371 4.6000 9.9636 9.9636 5.5000 19.5007 19.5007
L14 97.6450 97.5310 10.0000 5.0000 0.4769 0.4769 0.6000 20.3702 20.3702 1.4000 20.8471 20.8471
L15 94.9678 94.7337 13.0000 6.5000 3.9768 3.9768 0.0000 10.3524 10.3524 6.5000 14.3292 14.3292
L24 94.7337 94.2536 20.0000 16.8000 11.7649 11.7649 11.2000 0.4932 0.4932 0.8000 12.2580 12.2580
L25 94.2535 93.9113 16.0000 4.7000 1.4198 1.4198 0.0000 10.5512 10.5512 7.9000 11.9710 11.9710
L26 93.9113 93.3574 15.0000 7.8000 2.0030 2.0030 2.6000 5.9485 5.9485 7.2000 7.9514 7.9514
L27 93.3574 93.3137 14.5000 13.7000 2.3872 2.3872 3.4000 7.9438 7.9438 5.1000 10.3309 10.3309
L28 120.8529 113.9585 134.0000 31.0000 4.1570 4.1570 11.0000 2.3813 2.3813 19.0000 6.5383 6.5383
L29 113.9585 105.9581 158.0000 28.5000 4.8148 4.8148 16.5000 1.8148 1.8148 19.5000 6.6297 6.6297
L30 105.9581 98.2765 150.0000 32.0000 7.0596 7.0596 12.0000 4.6489 4.6489 17.0000 11.7085 11.7085
L31 98.2765 95.9051 89.0000 30.0000 9.1338 9.1338 10.0000 16.7165 16.7165 19.0000 25.8503 25.8503
L32 95.9051 95.0072 21.0000 13.6000 5.6529 5.6529 4.3000 2.4863 2.4863 1.9000 8.1392 8.1392
L33 97.8979 97.3388 10.0000 13.8000 5.9082 5.9082 2.0000 4.2794 4.2794 3.0000 10.1875 10.1875
L34 95.0072 94.9212 17.5000 16.7000 14.9063 14.9063 12.7000 6.2801 6.2801 3.8000 21.1864 21.1864
L35 94.9212 93.6869 21.5000 11.0000 2.0781 2.0781 2.0000 18.8890 18.8890 18.4000 20.9671 20.9671
L36 93.6869 93.3291 18.0000 6.8000 1.8120 1.8120 1.1000 21.4941 21.4941 21.1000 23.3061 23.3061
W2637 93.9113 93.7061 10.0000 9.3000 1.0144 1.0144 0.0000 4.8995 4.8995 3.9000 5.9140 5.9140
L37 93.3291 93.3137 23.5000 11.3000 6.5505 6.5505 4.1000 7.5827 7.5827 6.8000 14.1332 14.1332
L38 93.3137 93.2511 14.0000 30.6000 10.5105 10.5105 5.1000 5.4155 5.4155 4.2000 15.9260 15.9260
L39 93.1300 93.2511 10.0000 30.7000 9.5914 9.5914 9.7000 5.9443 5.9443 4.8000 15.5356 15.5356
L41 93.1300 92.7390 54.5000 32.5000 12.0984 12.0984 10.3000 3.5748 3.5748 2.0000 15.6733 15.6733
4243 92.7389 91.7994 60.0000 31.0000 16.4328 16.4328 1.5000 9.8392 9.8392 5.0000 26.2721 26.2721
4344 91.7994 91.1261 50.0000 32.0000 16.1278 16.1278 2.0000 6.7080 6.7080 3.4000 22.8359 22.8359
6869 89.5060 89.3463 20.0000 36.0000 12.3453 12.3453 13.2000 9.3050 9.3050 5.8000 21.6503 21.6503
4445 91.1261 91.0928 33.0000 26.4000 14.8582 14.8582 21.8000 4.4822 4.4822 8.0000 19.3404 19.3404
4546 91.0928 91.0595 25.0000 22.1000 13.1949 13.1949 1.7000 3.3185 3.3185 2.0000 16.5134 16.5134
4647 91.0595 91.0425 20.0000 11.8000 2.4459 2.4459 0.6000 10.9301 10.9301 7.8000 13.3760 13.3760
4754 91.0425 91.0366 31.0000 28.6000 14.1885 14.1885 7.1000 9.2864 9.2864 1.4000 23.4749 23.4749
4849 91.0392 91.0371 12.0000 26.3000 5.4912 5.4912 4.6000 4.4604 4.4604 3.7000 9.9516 9.9516
4950 91.0371 91.0370 6.0000 21.5000 5.4355 5.4355 3.5000 4.4785 4.4785 2.2000 9.9139 9.9139
5051 91.0370 91.0369 19.0000 19.9000 5.2236 5.2236 3.1000 7.3726 7.3726 5.1000 12.5961 12.5961
5152 91.0369 91.0369 6.0000 17.8000 6.4365 6.4365 2.2000 7.2639 7.2639 1.8000 13.7005 13.7005
5253 91.0369 91.0368 20.0000 14.4000 6.2390 6.2390 2.8000 8.4160 8.4160 3.6000 14.6550 14.6550
5354 91.0368 91.0366 29.0000 30.3000 28.1760 28.1760 20.1000 4.0960 4.0960 0.0000 32.2720 32.2720
5462 91.0366 91.0359 12.0000 13.9000 13.8104 13.8104 2.9000 26.8784 26.8784 20.0000 40.6888 40.6888
5657 99.5490 99.2564 6.0000 29.9000 29.8027 29.8027 29.8000 0.0047 0.0047 0.0000 29.8074 29.8074
5758 99.2564 92.6249 50.0000 20.0000 15.3847 15.3847 15.0000 0.4242 0.4242 0.0000 15.8089 15.8089
5859 92.6249 91.8115 18.0000 8.4000 1.0307 1.0307 2.3000 4.0318 4.0318 5.5000 5.0626 5.0626
5960 91.8115 91.2965 17.0000 10.1000 2.3912 2.3912 2.0000 6.1137 6.1137 5.9000 8.5049 8.5049
6061 91.2965 91.0485 17.0000 25.0000 11.4026 11.4026 10.4000 4.0781 4.0781 1.5000 15.4807 15.4807
6162 91.0485 91.0359 30.0000 9.3000 9.2420 9.2420 1.3000 5.7341 5.7341 2.0000 14.9761 14.9761
6465 89.7613 89.7187 32.0000 40.4000 12.0150 12.0150 11.2000 4.4062 4.4062 2.0000 16.4211 16.4211
6566 89.7187 89.6970 35.0000 10.3000 4.9320 4.9320 5.7000 14.7715 14.7715 6.5000 19.7035 19.7035
6667 89.6970 89.6835 50.0000 30.2000 26.9439 26.9439 6.0000 13.6769 13.6769 3.0000 40.6208 40.6208
L595 91.0359 91.0356 6.0000 13.9000 13.8399 13.8399 2.9000 37.2238 37.2238 20.0000 51.0636 51.0636
5556ova 100.0299 99.5797 16.0000 9.2000 0.4871 0.4871 0.1000 2.8921 2.8921 3.7000 3.3792 3.3792
5663ova 99.5490 98.1483 83.0000 9.2000 0.0991 0.0991 0.1000 3.7012 3.7012 3.7000 3.8003 3.8003
6364ova 97.0683 89.9594 110.0000 9.9000 9.8032 9.8032 9.8000 0.0032 0.0032 0.0000 9.8064 9.8064
6264ova 91.0356 90.9777 10.0000 31.1000 5.2538 5.2538 0.0000 16.6570 16.6570 10.7000 21.9108 21.9108
6768ova 89.6835 89.6200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.3606 1469.5772 1.0405 7.7616 ## N1 102.8300 103.6602
L2 1.3545 1472.0198 0.9318 9.1433 ## N2 101.7100 102.3678
L3 1.3439 1473.0811 0.5965 36.6466 ## N3 100.3800 101.1322
L4 2.5840 2776.5224 0.7051 58.3807 ## N4 99.4600 100.4625
L5 2.5709 2781.3558 0.7836 31.7290 ## N5 99.0400 99.9980
L6 2.5771 2783.0204 0.6251 42.2031 ## N6 98.8600 99.5844
L7 2.5822 2783.4565 0.2358 116.7477 ## N7 98.3300 The text continues on section 5.