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e10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:50.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 67.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
2 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
3 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
5 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
9 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
11 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
13 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
15 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
17 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
19 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
21 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
23 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
25 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
27 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
29 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
31 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
33 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
35 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
39 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
40 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
41 N47#1 N47 7.0000 .10000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N47#2 N47 29.000 .44000 0.1010.000 0.025 0.100 0.000 0.000 0.00
43 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
45 N50#1 N50 37.000 1.0900 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N50#2 N50 39.000 .60000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
47 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N55#1 0.1000 2.0000 2.0000
2 N55#2 0.1000 2.0000 2.0000
3 N56#1 0.1000 2.0000 2.0000
4 N56#2 0.1000 2.0000 2.0000
5 N58#1 0.1000 2.0000 2.0000
6 N58#2 0.1000 2.0000 2.0000
7 N59#1 0.1000 2.0000 2.0000
8 N59#2 0.1000 2.0000 2.0000
9 N61#1 0.1000 2.0000 2.0000
10 N61#2 0.1000 2.0000 2.0000
11 N1#1 0.1000 2.0000 2.0000
12 N1#2 0.1000 2.0000 2.0000
13 N4#1 0.1000 2.0000 2.0000
14 N4#2 0.1000 2.0000 2.0000
15 N8#1 0.1000 2.0000 2.0000
16 N8#2 0.1000 2.0000 2.0000
17 N13#1 0.1000 2.0000 2.0000
18 N13#2 0.1000 2.0000 2.0000
19 N25#1 0.1000 2.0000 2.0000
20 N25#2 0.1000 2.0000 2.0000
21 N28#1 0.1000 2.0000 2.0000
22 N28#2 0.1000 2.0000 2.0000
23 N29#1 0.1000 2.0000 2.0000
24 N29#2 0.1000 2.0000 2.0000
25 N30#1 0.1000 2.0000 2.0000
26 N30#2 0.1000 2.0000 2.0000
27 N31#1 0.1000 2.0000 2.0000
28 N31#2 0.1000 2.0000 2.0000
29 N32#1 0.1000 2.0000 2.0000
30 N32#2 0.1000 2.0000 2.0000
31 N33#1 0.1000 2.0000 2.0000
32 N33#2 0.1000 2.0000 2.0000
33 N36#1 0.1000 2.0000 2.0000
34 N36#2 0.1000 2.0000 2.0000
35 N42#1 0.1000 2.0000 2.0000
36 N42#2 0.1000 2.0000 2.0000
37 N44#1 0.1000 2.0000 2.0000
38 N44#2 0.1000 2.0000 2.0000
39 N45#1 0.1000 2.0000 2.0000
40 N45#2 0.1000 2.0000 2.0000
41 N47#1 0.1000 2.0000 2.0000
42 N47#2 0.1000 2.0000 2.0000
43 N48#1 0.1000 2.0000 2.0000
44 N48#2 0.1000 2.0000 2.0000
45 N50#1 0.1000 2.0000 2.0000
46 N50#2 0.1000 2.0000 2.0000
47 N52#1 0.1000 2.0000 2.0000
48 N52#2 0.1000 2.0000 2.0000
49 N63#1 0.1000 2.0000 2.0000
50 N63#2 0.1000 2.0000 2.0000
51 N64#1 0.1000 2.0000 2.0000
52 N64#2 0.1000 2.0000 2.0000
53 N66#1 0.1000 2.0000 2.0000
54 N66#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.19
Pervious Area (hectares)........ 24.91
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.40
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N55 N56 N58 N59 N61 N1
N4 N8 N13 N25 N28 N29
N30 N31 N32 N33 N36 N42
N44 N45 N47 N48 N50 N52
N63 N64 N66
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N55#1 2264 456 N55#2 2235 425 N56#1 1320 360
N56#2 2185 427 N58#1 1332 360 N58#2 2206 426
N59#1 1360 360 N59#2 2269 423 N61#1 1352 360
N61#2 2268 424 N1#1 1320 360 N1#2 2124 560
N4#1 1196 360 N4#2 2450 654 N8#1 1364 360
N8#2 2652 716 N13#1 1320 360 N13#2 2582 702
N25#1 1332 360 N25#2 2210 426 N28#1 1348 360
N28#2 2073 431 N29#1 1312 360 N29#2 2096 548
N30#1 1312 360 N30#2 2424 720 N31#1 1332 360
N31#2 2600 716 N32#1 1356 360 N32#2 1340 360
N33#1 1356 360 N33#2 2247 425 N36#1 1352 360
N36#2 2264 424 N42#1 1336 360 N42#2 2218 426
N44#1 1336 360 N44#2 2234 426 N45#1 1340 360
N45#2 2177 427 N47#1 871 189 N47#2 2172 428
N48#1 1252 360 N48#2 2098 430 N50#1 1300 360
N50#2 2282 422 N52#1 1360 360 N52#2 2248 424
N63#1 1348 360 N63#2 2243 425 N64#1 1328 360
N64#2 2194 426 N66#1 1316 360 N66#2 2197 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 67.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 2.753700E+04 67.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 4.999451E+00 0.012
Surface Runoff from Watersheds 2.684388E+04 65.314
Total Water remaining in Surface Storage 1.856104E+02 0.452
Infiltration over the Pervious Area... 5.136664E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.754815E+04 67.027
Total Precipitation + Initial Storage. 2.753700E+04 67.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0405
****************************************************
* 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.............. 2.684388E+04 65.314
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.................. 2.683941E+04 65.303
Initial Storage + Inflow.................... 2.684388E+04 65.314
Final Storage + Outflow + Diverted GW....... 2.683941E+04 65.303
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0166
##################################################
# 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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 64.69310 64.87254 0.00000 64.80225 0.00000 64.83162
Total Losses (mm)...... 2.04876 2.04114 0.00000 2.04541 0.00000 2.04397
Remaining Depth (mm)... 0.25815 0.08632 0.00000 0.15234 0.00000 0.12441
Peak Runoff Rate (cms). 0.21314 0.26527 0.00000 0.08400 0.00000 0.17784
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.06362 67.12781 66.95591 67.08341 66.96927 67.09854
Peak Runoff Rate (cms). 0.00311 0.00033 0.09716 0.00011 0.19798 0.00023
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.06362 67.12781 66.95591 67.08341 66.96927 67.09854
Peak Runoff Rate (cms). 0.00311 0.00033 0.09716 0.00011 0.19798 0.00023
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) 64.71680 64.87479 66.95591 64.80454 66.96927 64.83388
Peak Runoff Rate (cms). 0.21625 0.26560 0.09716 0.08411 0.19798 0.17807
Unit Runoff (mm/hr).... 130.83371 158.05402 167.94346 145.39028 171.10940 150.32245
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.94071 0.00000 64.92082 0.00000 64.74198
Total Losses (mm)...... 0.00000 2.03037 0.00000 2.03502 0.00000 2.04752
Remaining Depth (mm)... 0.00000 0.02892 0.00000 0.04416 0.00000 0.21050
Peak Runoff Rate (cms). 0.00000 0.06223 0.00000 0.09293 0.00000 0.78834
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.02250 67.19159 67.01015 67.17445 66.95726 67.08369
Peak Runoff Rate (cms). 0.06085 0.00007 0.09995 0.00011 0.10661 0.12070
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.02250 67.19159 67.01015 67.17445 66.95726 67.08369
Peak Runoff Rate (cms). 0.06085 0.00007 0.09995 0.00011 0.10661 0.12070
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) 67.02250 64.94296 67.01015 64.92308 66.95726 64.97615
Peak Runoff Rate (cms). 0.06085 0.06230 0.09995 0.09304 0.10661 0.90904
Unit Runoff (mm/hr).... 184.07610 173.96114 181.41606 168.87491 168.25497 141.62421
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.85479 0.00000 64.89017 0.00000 64.84112
Total Losses (mm)...... 0.00000 2.04253 0.00000 2.03942 0.00000 2.04342
Remaining Depth (mm)... 0.00000 0.10268 0.00000 0.07041 0.00000 0.11546
Peak Runoff Rate (cms). 0.00000 0.46783 0.00000 0.13232 0.00000 0.36194
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.74557 67.04953 67.03148 67.03387 66.95456 67.03697
Peak Runoff Rate (cms). 0.24616 0.24300 0.03067 0.12443 0.32787 0.23884
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.74557 67.04953 67.03148 67.03387 66.95456 67.03697
Peak Runoff Rate (cms). 0.24616 0.24300 0.03067 0.12443 0.32787 0.23884
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) 66.74557 65.51322 67.03148 65.85483 66.95456 65.60967
Peak Runoff Rate (cms). 0.24616 0.71082 0.03067 0.25675 0.32787 0.60078
Unit Runoff (mm/hr).... 133.36953 164.35121 185.56060 172.59539 167.63301 163.97379
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.83603 0.00000 64.51283 0.00000 64.78566
Total Losses (mm)...... 0.00000 2.04372 0.00000 2.05155 0.00000 2.04608
Remaining Depth (mm)... 0.00000 0.12025 0.00000 0.43562 0.00000 0.16826
Peak Runoff Rate (cms). 0.00000 0.46977 0.00000 0.88886 0.00000 0.79276
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.96996 67.10127 67.00141 67.02027 66.94913 67.08913
Peak Runoff Rate (cms). 0.53318 0.00060 0.05926 0.00149 0.11460 0.11605
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.96996 67.10127 67.00141 67.02027 66.94913 67.08913
Peak Runoff Rate (cms). 0.53318 0.00060 0.05926 0.00149 0.11460 0.11605
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) 66.96996 64.83830 67.00141 64.51534 66.94913 65.01601
Peak Runoff Rate (cms). 0.53318 0.47038 0.05926 0.89035 0.11460 0.90881
Unit Runoff (mm/hr).... 171.27937 151.10496 179.26289 112.61308 166.40131 147.27687
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 60.73989 0.00000 64.82598 0.00000 64.93757
Total Losses (mm)...... 0.00000 2.05432 0.00000 2.04428 0.00000 2.03125
Remaining Depth (mm)... 0.00000 4.20579 0.00000 0.12974 0.00000 0.03118
Peak Runoff Rate (cms). 0.00000 0.41029 0.00000 0.72714 0.00000 0.23844
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.94913 66.99155 66.96595 67.03374 67.01517 0.00000
Peak Runoff Rate (cms). 0.18336 0.17430 0.46916 0.48744 0.25147 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.94913 66.99155 66.96595 67.03374 67.01517 0.00000
Peak Runoff Rate (cms). 0.18336 0.17430 0.46916 0.48744 0.25147 0.00712
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) 66.94913 61.36505 66.96595 65.59870 67.01517 64.93757
Peak Runoff Rate (cms). 0.18336 0.58458 0.46916 1.21458 0.25147 0.23844
Unit Runoff (mm/hr).... 166.40131 59.27543 170.30685 162.09448 182.56911 173.11075
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.89937 0.00000 64.92699 0.00000 64.84710
Total Losses (mm)...... 0.00000 2.03834 0.00000 2.03378 0.00000 2.04304
Remaining Depth (mm)... 0.00000 0.06230 0.00000 0.03922 0.00000 0.10985
Peak Runoff Rate (cms). 0.00000 0.18479 0.00000 0.17350 0.00000 0.28226
Total Impervious Area
---------------------
Total Runoff Depth (mm) 67.01525 67.15247 67.01015 67.18063 66.97267 67.10852
Peak Runoff Rate (cms). 0.20622 0.00022 0.17992 0.00020 0.31736 0.00036
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 67.01525 67.15247 67.01015 67.18063 66.97267 67.10852
Peak Runoff Rate (cms). 0.20622 0.00022 0.17992 0.00020 0.31736 0.00036
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) 67.01525 64.90162 67.01015 64.92925 66.97267 64.84936
Peak Runoff Rate (cms). 0.20622 0.18501 0.17992 0.17370 0.31736 0.28261
Unit Runoff (mm/hr).... 182.58574 163.80224 181.41606 170.41707 171.94325 153.11971
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.86349 0.00000 64.78603 0.00000 64.73278
Total Losses (mm)...... 0.00000 2.04189 0.00000 2.04607 0.00000 2.04778
Remaining Depth (mm)... 0.00000 0.09463 0.00000 0.16790 0.00000 0.21944
Peak Runoff Rate (cms). 0.00000 0.13756 0.00000 0.14541 0.00000 0.16376
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.97627 67.12050 66.98414 67.07629 67.08846 67.05743
Peak Runoff Rate (cms). 0.14760 0.00017 0.06261 0.00020 0.00518 0.00023
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.97627 67.12050 66.98414 67.07629 67.08846 67.05743
Peak Runoff Rate (cms). 0.14760 0.00017 0.06261 0.00020 0.00518 0.00023
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) 66.97627 64.86575 66.98414 64.78832 67.08846 64.73511
Peak Runoff Rate (cms). 0.14760 0.13774 0.06261 0.14560 0.00518 0.16399
Unit Runoff (mm/hr).... 172.83586 156.24642 174.82548 142.85028 188.06346 135.29232
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.56882 0.00000 64.97901 0.00000 64.90827
Total Losses (mm)...... 0.00000 2.05088 0.00000 2.01257 0.00000 2.03711
Remaining Depth (mm)... 0.00000 0.38030 0.00000 0.00842 0.00000 0.05462
Peak Runoff Rate (cms). 0.00000 0.54575 0.00000 0.03022 0.00000 0.08214
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.87207 67.02567 66.93056 67.14094 67.02483 67.16150
Peak Runoff Rate (cms). 0.70906 0.00088 0.48761 0.00003 0.08641 0.00010
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.87207 67.02567 66.93056 67.14094 67.02483 67.16150
Peak Runoff Rate (cms). 0.70906 0.00088 0.48761 0.00003 0.08641 0.00010
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) 66.87207 64.57128 66.93056 64.98117 67.02483 64.91052
Peak Runoff Rate (cms). 0.70906 0.54663 0.48761 0.03026 0.08641 0.08224
Unit Runoff (mm/hr).... 151.40559 117.41402 162.38768 183.05146 184.50224 165.85136
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).... 67.00000 67.00000 67.00000 67.00000 67.00000 67.00000
Max Intensity (mm/hr).. 186.52800 186.52800 186.52800 186.52800 186.52800 186.52800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 64.89511 0.00000 64.82927 0.00000 64.80663
Total Losses (mm)...... 0.00000 2.03885 0.00000 2.04410 0.00000 2.04521
Remaining Depth (mm)... 0.00000 0.06604 0.00000 0.12663 0.00000 0.14816
Peak Runoff Rate (cms). 0.00000 0.19267 0.00000 0.30933 0.00000 0.47830
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.99673 67.14827 66.95958 67.09714 66.95321 67.08479
Peak Runoff Rate (cms). 0.20602 0.00023 0.34410 0.00040 0.55313 0.00063
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.99673 67.14827 66.95958 67.09714 66.95321 67.08479
Peak Runoff Rate (cms). 0.20602 0.00023 0.34410 0.00040 0.55313 0.00063
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) 66.99673 64.89736 66.95958 64.83154 66.95321 64.80890
Peak Runoff Rate (cms). 0.20602 0.19290 0.34410 0.30973 0.55313 0.47893
Unit Runoff (mm/hr).... 178.06579 162.84721 168.79556 149.91174 167.32359 146.09604
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
160.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
120.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # ##### # |
MM/HR | # # |
| # # |
| # # |
80.000 = # ##### =
| # # |
| # ##### |
| # # |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
40.000 = # ###### =
| # # |
##### # |
# # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 16.7823 41.9559 800.0000
N2 17.7027 44.2567 0.0000
N3 50.0000 50.0000 0.0000
N4 41.5616 50.0000 0.0000
N5 46.7773 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 43.7993 50.0000 0.0000
N12 21.7514 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 34.2559 50.0000 0.0000
N15 46.8114 50.0000 0.0000
N24 18.6542 46.6355 0.0000
N25 47.4966 50.0000 0.0000
N26 26.7494 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 33.8995 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 30.4110 50.0000 0.0000
N35 31.7196 50.0000 0.0000
N36 38.3152 50.0000 0.0000
N37 32.0774 50.0000 0.0000
N38 28.9722 50.0000 0.0000
N39 42.3073 50.0000 0.0000
N41 23.7131 50.0000 0.0000
N42 20.5612 50.0000 0.0000
N43 31.6418 50.0000 0.0000
N44 42.4915 50.0000 0.0000
N45 40.6725 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 33.5417 50.0000 0.0000
N47 27.7087 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 48.4836 50.0000 0.0000
N51 33.2024 50.0000 0.0000
N52 36.2194 50.0000 0.0000
N53 16.2649 40.6624 0.0000
N54 33.0131 50.0000 0.0000
N55 0.6911 1.7277 19180.0000
N56 1.1140 2.7849 15.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 50.0000 50.0000 0.0000
N62 33.3757 50.0000 0.0000
N63 0.6301 1.5753 1605.0000
N64 28.4453 50.0000 0.0000
N65 38.8217 50.0000 0.0000
N66 30.7230 50.0000 0.0000
N67 14.7887 36.9716 0.0000
N68 11.0006 27.5014 0.0000
D1 10.4528 26.1321 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 3.8355 3.8355 10.6925 0.0833 0.0088 0.0878 Normal Soln
L2 4.1930 4.1930 12.6636 0.0000 0.0074 0.0643 Normal Soln
L3 6.3423 6.3423 28.9410 0.0000 0.0080 0.0944 Normal Soln
L4 5.7830 5.7830 24.6809 0.0000 0.0113 0.2609 Normal Soln
L5 3.6000 3.6000 14.6532 0.0000 0.0086 0.3135 Normal Soln
L6 3.7910 3.7910 20.4038 0.0000 0.0141 0.0909 Normal Soln
L7 3.5793 3.5793 50.0000 2.6667 -0.0186 0.0619 Normal Soln
L8 3.0458 3.0458 50.0000 220.0833 0.0298 0.0841 Normal Soln
L9 5.6670 5.6670 21.9011 0.0000 0.0132 0.8121 Normal Soln
L10 3.9986 3.9986 25.9054 4.3333 0.0141 0.0191 Normal Soln
L11 6.0409 6.0409 50.0000 0.0000 0.0917 0.0554 Normal Soln
L12 5.2031 5.2031 50.0000 0.0000 0.1379 0.0650 Normal Soln
L13 5.7417 5.7417 50.0000 0.0000 0.1288 0.1228 Normal Soln
L14 4.3141 4.3141 14.2217 0.0000 0.0873 1.6378 Normal Soln
L15 5.1739 5.1739 22.9187 0.0000 0.0984 0.1420 Normal Soln
L24 7.8468 7.8468 27.2541 0.0000 0.0712 0.1253 Normal Soln
L25 5.5559 5.5559 23.8640 0.0000 0.0627 0.0775 Normal Soln
L26 4.6123 4.6123 14.5072 0.0000 0.0328 0.1893 Normal Soln
L27 4.7218 4.7218 16.8815 0.0000 0.0423 0.0180 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0056 0.0125 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0066 0.0318 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0094 0.0376 Normal Soln
L31 37.3177 37.3177 50.0000 0.0000 0.0190 0.0808 Normal Soln
L32 6.7292 6.7292 22.1108 0.0000 0.0119 0.6544 Normal Soln
L33 6.7300 6.7300 27.0234 0.0000 0.0038 0.0650 Normal Soln
L34 6.7120 6.7120 50.0000 0.0000 0.0228 0.2753 Normal Soln
L35 9.2202 9.2202 29.4228 0.0000 0.0433 0.0494 Normal Soln
L36 6.2583 6.2583 12.3843 0.0000 0.0234 0.0127 Normal Soln
W2637 13.6466 13.6466 50.0000 0.0000 0.0003 0.0005 Normal Soln
L37 8.1458 8.1458 40.9373 0.0000 0.0156 0.0291 Normal Soln
L38 4.3583 4.3583 16.1055 0.0000 0.0398 0.7125 Normal Soln
L39 3.0504 3.0504 12.4435 0.0000 -0.0394 0.0657 Normal Soln
L41 16.3982 16.3982 50.0000 0.0000 0.0328 0.5917 Normal Soln
4243 21.5022 21.5022 50.0000 0.0000 0.0287 0.2589 Normal Soln
4344 17.3225 17.3225 50.0000 0.0000 0.0267 0.2333 Normal Soln
6869 5.8838 5.8838 38.0798 0.0000 0.0136 0.3474 Normal Soln
4445 10.2748 10.2748 50.0000 0.0000 0.0322 0.1678 Normal Soln
4546 7.7165 7.7165 23.8881 0.0000 0.0371 0.1501 Normal Soln
4647 5.5858 5.5858 19.5760 0.0000 -0.1958 0.7242 Normal Soln
4754 9.3089 9.3089 36.1125 0.0000 0.0375 0.2187 Normal Soln
4849 5.3723 5.3723 14.4777 0.0000 0.0059 0.0387 Normal Soln
4950 2.6898 2.6898 10.4388 0.0000 -0.0062 0.0477 Normal Soln
5051 8.0323 8.0323 20.6731 0.0000 -0.0124 0.0631 Normal Soln
5152 2.3297 2.3297 7.1009 0.0000 0.0093 0.0980 Normal Soln
5253 7.2974 7.2974 17.6782 0.0000 -0.0151 0.0895 Normal Soln
5354 8.3125 8.3125 50.0000 0.0000 -0.0217 0.0607 Normal Soln
5462 3.1769 3.1769 43.9321 0.0000 0.0502 0.1919 Normal Soln
5657 8.2544 8.2544 15.0546 0.0000 -0.0015 0.0026 Normal Soln
5758 47.6657 47.6657 50.0000 0.0000 0.0022 0.0031 Normal Soln
5859 9.9584 9.9584 25.0467 0.0000 0.0033 0.0419 Normal Soln
5960 10.4579 10.4579 25.2137 0.0000 0.0029 0.0373 Normal Soln
6061 10.5672 10.5672 50.0000 0.0000 0.0031 0.0189 Normal Soln
6162 9.2331 9.2331 22.1686 0.0000 -0.0133 0.0436 Normal Soln
6465 9.9424 9.9424 34.1921 0.0000 0.0384 0.1614 Normal Soln
6566 10.2091 10.2091 48.3367 0.0000 0.0309 0.2544 Normal Soln
6667 14.5723 14.5723 50.0000 0.0000 0.0215 0.3069 Normal Soln
L595 1.5821 1.5821 42.4236 0.0000 0.0747 0.3583 Normal Soln
5556ova 7.0423 7.0423 11.1954 0.0000 -0.0033 0.0648 Normal Soln
5556unda 3.0676 3.0676 8.1412 0.0000 -0.0079 2.0558 Normal Soln
5663ova 41.4847 41.4847 50.0000 0.0000 0.0022 0.0925 Normal Soln
5663und 15.0927 15.0927 38.5165 0.0000 0.0042 2.2774 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0029 0.0055 Normal Soln
6364und 14.7456 14.7456 28.2321 0.0000 -0.0810 5.4167 Normal Soln
6264ova 10.4196 10.4196 28.6831 0.0000 -0.0012 0.0080 Normal Soln
6264und 1.1105 1.1105 2.5988 61.0000 0.0083 2.0093 Normal Soln
6768ova 4.5486 4.5486 10.2364 0.0000 0.0148 0.3798 Normal Soln
6768und 1.4939 1.4939 4.1929 71.8333 0.0058 1.5226 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...................................4647
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.09 / 90.09/ N45/ 0.13 / 89.83/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02 /
6566/ 0.02 / 6667/ 0.03 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.24 /
L36/ 0.39 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.38 / 4647/ 0.11 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.41 /
6566/ 0.22 / 6667/ 0.04 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.30 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.32 / 6768ova/ 0.00 /
6768und/ 0.53 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.03 /
L10/ 5.88 / L11/ 10.48 / L12/ 12.65 /
L13/ 13.26 / L14/ 0.48 / L15/ 4.27 /
L24/ 0.96 / L25/ 1.27 / L26/ 0.96 /
L27/ 1.42 / L28/ 0.21 / L29/ 0.48 /
L30/ 2.47 / L31/ 2.15 / L32/ 0.86 /
L33/ 0.07 / L34/ 4.36 / L35/ 0.74 /
L36/ 0.50 / W2637/ 0.01 / L37/ 1.72 /
L38/ 2.25 / L39/ 2.37 / L41/ 2.00 /
4243/ 1.48 / 4344/ 1.45 / 6869/ 2.56 /
4445/ 2.55 / 4546/ 0.74 / 4647/ 2.37 /
4754/ 1.47 / 4849/ 0.24 / 4950/ 0.53 /
5051/ 0.27 / 5152/ 0.54 / 5253/ 0.22 /
5354/ 1.39 / 5462/ 2.84 / 5657/ 0.16 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.43 / 6162/ 0.04 / 6465/ 0.84 /
6566/ 1.18 / 6667/ 4.21 / L595/ 4.24 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.02 / 6364und/ 0.28 /
6264ova/ 0.06 / 6264und/ 0.56 / 6768ova/ 0.03 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.12 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.91 / N45/ 20.17 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.75 / N2/ 0.59 / N3/ 0.67 /
N4/ 0.90 / N5/ 0.86 / N6/ 0.69 /
N7/ 1.23 / N8/ 1.76 / N9/ 2.19 /
N10/ 1.87 / N11/ 0.91 / N12/ 1.51 /
N13/ 2.11 / N14/ 2.66 / N15/ 0.43 /
N24/ 0.63 / N25/ 0.58 / N26/ 0.95 /
N27/ 0.54 / N28/ 0.31 / N29/ 0.39 /
N30/ 0.40 / N31/ 0.68 / N32/ 1.03 /
N33/ 0.36 / N34/ 0.90 / N35/ 0.92 /
N36/ 0.69 / N37/ 0.91 / N38/ 1.20 /
N39/ 1.15 / N41/ 1.13 / N42/ 1.16 /
N43/ 1.07 / N44/ 1.02 / N45/ 1.29 /
N69/ 1.52 / N46/ 1.63 / N47/ 1.63 /
N48/ 0.37 / N49/ 0.54 / N50/ 0.62 /
N51/ 0.88 / N52/ 1.02 / N53/ 1.42 /
N54/ 1.77 / N55/ 1.08 / N56/ 1.14 /
N57/ 0.01 / N58/ 0.14 / N59/ 0.17 /
N60/ 0.11 / N61/ 0.46 / N62/ 2.03 /
N63/ 1.31 / N64/ 1.08 / N65/ 1.59 /
N66/ 1.87 / N67/ 2.03 / N68/ 1.52 /
D1/ 2.20 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.04 / L12/ 9.64 /
L13/ 11.82 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.19 / L31/ 0.13 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.28 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.09 / 4344/ 0.09 / 6869/ 0.24 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.19 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.21 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.11 / 6667/ 0.67 / L595/ 0.32 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.63 / L8/ 143.53 / L9/ 0.30 /
L10/ 26.18 / L11/ 83.13 / L12/ 158.99 /
L13/ 206.93 / L14/ 0.29 / L15/ 4.10 /
L24/ 0.78 / L25/ 1.02 / L26/ 0.86 /
L27/ 2.19 / L28/ 1.89 / L29/ 5.52 /
L30/ 27.86 / L31/ 11.88 / L32/ 1.19 /
L33/ 0.01 / L34/ 4.94 / L35/ 1.17 /
L36/ 0.61 / W2637/ 0.00 / L37/ 4.09 /
L38/ 3.36 / L39/ 3.67 / L41/ 7.54 /
4243/ 5.66 / 4344/ 4.36 / 6869/ 4.74 /
4445/ 5.81 / 4546/ 1.42 / 4647/ 3.84 /
4754/ 3.06 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.17 /
5354/ 3.37 / 5462/ 2.55 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 1.88 /
6566/ 3.86 / 6667/ 33.73 / L595/ 1.90 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.11 /
6264ova/ 0.00 / 6264und/ 0.66 / 6768ova/ 0.00 /
6768und/ 0.45 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.83 4546/ 89.83/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 88.00 6667/ 88.00/ 87.99 L595/ 88.94/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.78/ 88.77 6768ova/ 87.94/ 87.94/
6768und/ 87.99/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 18746
Total number of time steps during simulation.... 10970
Ratio of actual # of time steps / NTCYC......... 2.539
Average number of iterations per time step...... 1.709
Average time step size(seconds)................ 1.969
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.928
Average minimum implicit time step (sec)........ 2.599
Average minimum junction time step (sec)........ 2.599
Average Courant Factor Tf....................... 2.599
Number of times omega reduced................... 232
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.10 12072 1 11 1 0 0
N2 0 1.12 12268 0 6 0 0 0
N3 0 1.10 12116 0 8 0 0 0
N4 0 1.13 12368 0 6 0 0 0
N5 0 1.23 13472 0 12 1 0 0
N6 0 1.53 16834 0 12 2 0 0
N7 0 2.29 25067 0 12 9 0 0
N8 0 3.01 32985 116 16 41 0 0
N9 0 2.39 26260 0 13 25 0 0
N10 0 1.12 12249 0 7 0 0 0
N11 0 1.65 18115 0 31 2 1 0
N12 0 2.40 26351 1 18 2 0 0
N13 0 2.78 30546 0 9 0 0 0
N14 0 2.20 24174 6 10 2 0 0
N15 0 1.09 11925 0 7 0 0 0
N24 0 1.11 12127 2 14 1 0 0
N25 0 1.10 12062 0 6 0 0 0
N26 0 1.18 12938 0 10 1 0 0
N27 0 1.13 12443 0 7 0 0 0
N28 0 1.07 11708 0 5 0 0 0
N29 0 1.11 12213 1 13 1 0 0
N30 0 1.14 12536 0 14 1 0 0
N31 0 1.09 11979 0 15 2 0 0
N32 0 1.11 12197 0 7 0 0 0
N33 0 1.10 12035 0 7 0 0 0
N34 0 1.16 12710 0 7 0 0 0
N35 0 1.22 13427 0 7 0 0 0
N36 0 1.12 12334 0 6 0 0 0
N37 0 1.14 12548 0 7 0 0 0
N38 0 1.21 13285 0 19 1 0 0
N39 0 1.15 12611 0 9 0 0 0
N41 0 1.18 12961 1 9 0 0 0
N42 0 1.18 12939 2 18 1 0 0
N43 0 1.18 12935 0 7 0 0 0
N44 0 1.17 12784 0 6 0 0 0
N45 0 1.15 12654 0 6 0 0 0
N69 0 1.27 13896 1 8 0 0 0
N46 0 1.18 12926 0 6 0 0 0
N47 0 1.18 12905 0 6 0 0 0
N48 0 1.10 12106 0 5 0 0 0
N49 0 1.35 14825 0 8 0 0 0
N50 0 1.31 14405 0 6 0 0 0
N51 0 1.65 18088 0 6 0 0 0
N52 0 1.64 17990 0 6 0 0 0
N53 0 1.91 20915 3 7 0 0 0
N54 0 2.04 22342 2 7 0 0 0
N55 0 1.13 12383 0 7 0 0 0
N56 0 1.22 13399 2 12 2 0 0
N57 0 1.05 11484 0 5 0 0 0
N58 0 1.07 11722 0 30 1 1 0
N59 0 1.08 11899 0 7 0 0 0
N60 0 1.09 11989 0 7 0 0 0
N61 0 1.22 13383 0 6 0 0 0
N62 0 2.39 26200 0 11 1 0 0
N63 0 1.36 14913 14 33 69 2 0
N64 0 1.28 14003 0 21 36 0 0
N65 0 1.16 12739 0 6 0 0 0
N66 0 1.25 13712 0 6 0 0 0
N67 0 1.35 14840 0 8 0 0 0
N68 0 1.29 14153 0 7 0 0 0
D1 0 2.05 22471 80 9 0 0 0
Total number of iterations for all junctions.. 929916
Minimum number of possible iterations......... 669170
Efficiency of the simulation.................. 1.39
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 103.5778 0 25 0.0000 6.4222 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2977 0 25 0.0000 7.7023 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.0528 0 25 0.0000 8.9472 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.3579 0 25 0.0000 9.6421 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.8959 0 25 0.0000 10.1041 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5533 0 26 0.0000 10.4467 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5629 0 26 0.0000 10.4371 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5642 0 26 0.0000 10.4358 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5645 0 25 0.0000 10.4355 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8677 0 25 0.0000 11.1323 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6117 0 25 0.0000 12.3883 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6132 0 25 0.0000 12.3868 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6137 0 25 0.0000 12.3863 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6144 0 25 0.0000 12.3856 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8921 0 26 0.0000 15.1079 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.6639 0 26 0.0000 15.3361 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.1696 0 26 0.0000 15.8304 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.7987 0 26 0.0000 16.2013 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2829 0 26 0.0000 16.7171 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8087 0 26 0.0000 9.1913 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8933 0 26 0.0000 6.1067 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9008 0 30 0.0000 4.0992 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.1798 0 30 0.0000 11.8202 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8259 0 32 0.0000 14.1741 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8661 0 25 0.0000 12.1339 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9663 0 32 0.0000 15.0337 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.8904 0 32 0.0000 15.1096 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6685 0 31 0.0000 16.3315 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2157 0 29 0.0000 16.7843 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.1973 0 28 0.0000 16.8027 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.1331 0 29 0.0000 16.8669 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0102 0 29 0.0000 16.9898 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6402 0 30 0.0000 17.3598 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7155 0 32 0.0000 18.2845 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.0248 0 44 0.0000 18.9752 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.9948 0 44 0.0000 19.0052 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.2006 0 46 0.0000 20.7994 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.9652 0 45 0.0000 19.0348 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.9523 0 45 0.0000 9.0477 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9539 0 44 0.0000 8.0461 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.9487 0 46 0.0000 8.0513 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.9482 0 45 0.0000 8.0518 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.9476 0 45 0.0000 8.0524 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.9475 0 45 0.0000 8.0525 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.9474 0 45 0.0000 8.0526 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.9473 0 45 0.0000 8.0527 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9975 0 25 0.0000 10.0025 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5407 0 25 0.0000 10.4593 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2438 0 25 0.0000 10.7562 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5769 0 26 0.0000 6.4231 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7710 0 25 0.0000 7.2290 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2702 0 26 0.0000 7.7298 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.9612 0 27 0.0000 8.0388 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.9468 0 45 0.0000 8.0532 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0562 0 25 0.0000 1.9438 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.7117 0 45 0.0000 9.2883 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6733 0 45 0.0000 9.3267 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6550 0 46 0.0000 9.3450 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6436 0 46 0.0000 9.3564 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.3609 0 46 0.0000 9.6391 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.9467 0 45 0.0000 19.0533 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 1.0117 0 25 0.9850 0 24 0.0425 103.5778 102.2977 .3739 .2938
L2 31.3792 2.1255 2000.000 1.0071 0 25 0.8688 0 25 0.0321 102.2977 101.0528 .2938 .3364
L3 21.1637 1.3610 2000.000 0.9988 0 25 0.5531 0 25 0.0472 101.0528 100.3579 .3364 .4489
L4 14.8201 1.0611 2000.000 1.9211 0 25 0.6483 0 25 0.1296 100.3579 99.8959 .4489 .4279
L5 14.1212 0.8828 2000.000 1.9111 0 25 0.6825 0 25 0.1353 99.8959 99.5533 .4279 .3466
L6 107.6004 6.2307 2000.000 1.9218 0 25 0.4999 0 25 0.0179 99.5533 99.5629 .3466 .6165
L7 212.9831 7.4760 2500.000 1.9283 0 25 0.1847 0 25 0.0091 99.5629 99.5642 .4932 .7057
L8 226.7844 7.2108 2500.000 2.1688 0 25 0.1080 0 25 0.0096 99.5642 99.5645 .7057 .8778
L9 5.4768 0.2939 750.0000 2.1302 0 25 0.4566 0 25 0.3889 99.5645 99.3920 .4594 .2427
L10 230.8083 6.4940 2000.000 2.1300 0 25 0.3860 0 26 0.0092 98.8677 97.6117 .0839 .4559
L11 134.5580 5.4455 2000.000 2.1461 0 26 0.2330 0 26 0.0159 97.6117 97.6132 .4559 .7566
L12 167.9513 6.1277 2500.000 2.1624 0 26 0.1508 0 26 0.0129 97.6132 97.6137 .6053 .8455
L13 106.1819 4.1034 2750.000 2.9405 0 25 0.1712 0 25 0.0277 97.6137 97.6144 .7686 .9689
L14 3.7006 0.2681 800.0000 2.9394 0 26 0.7031 0 26 0.7943 97.6144 97.5259 .5930 .4949
L15 41.4767 1.7785 1500.000 2.9381 0 26 0.5672 0 25 0.0708 94.8921 94.6639 .2881 .4226
L24 46.8109 1.7908 2000.000 2.9244 0 26 0.7339 0 26 0.0625 94.6639 94.1696 .3170 .2898
L25 97.5504 2.8631 2500.000 3.7812 0 26 0.6705 0 25 0.0388 94.1696 93.7987 .2319 .3795
L26 39.8090 1.2386 3000.000 3.7621 0 26 1.0340 0 26 0.0945 93.7987 93.2829 .3162 .1810
L27 416.5903 6.9969 3500.000 3.7600 0 26 0.8589 0 25 0.0090 93.2829 93.1973 .1551 .3421
L28 142.9406 2.4129 2000.000 0.8932 0 26 0.6842 0 26 0.0062 120.8087 113.8933 .1544 .1967
L29 111.2914 2.2238 2000.000 1.7573 0 27 0.9797 0 27 0.0158 113.8933 105.9008 .1967 .2004
L30 121.4510 2.4983 2000.000 2.2862 0 30 0.7125 0 30 0.0188 105.9008 98.1798 .2004 .3399
L31 81.3908 1.8198 2000.000 3.2921 0 30 0.5479 0 22 0.0404 98.1798 95.8259 .3399 .5129
L32 10.6189 1.0497 1500.000 3.4698 0 32 0.9498 0 32 0.3268 95.8259 94.9663 .6839 .5975
L33 13.2107 0.8025 900.0000 0.3835 0 25 0.3712 0 24 0.0290 97.8661 97.3131 .3957 .2145
L34 27.1462 0.7567 2000.000 3.6660 0 32 0.3416 0 31 0.1350 94.9663 94.8904 .4481 .4602
L35 151.1332 2.3985 2800.000 3.6638 0 32 0.7316 0 31 0.0242 94.8904 93.6685 .3287 .2459
L36 604.2278 7.2058 3400.000 3.8301 0 32 1.4535 0 17 0.0063 93.6685 93.2157 .2025 .2664
W2637 41.0450 1.2356 2000.000 0.0111 0 26 0.1065 0 26 0.0003 93.7987 93.6280 .0394 .0040
L37 268.7941 4.1638 3600.000 3.8933 0 32 0.5740 0 41 0.0145 93.2157 93.1973 .2516 .3326
L38 20.3679 0.8611 2000.000 7.2448 0 28 0.8693 0 27 0.3557 93.1973 93.1331 .5986 .5766
L39 220.6626 2.1612 4000.000 -7.2153 0 28 -0.8037 0 27 -0.0327 93.1331 93.0102 .2383 .2576
L41 24.3580 0.8853 2000.000 7.1612 0 29 0.6386 0 28 0.2940 93.0102 92.6402 .5651 .5801
4243 57.3946 1.4914 2000.000 7.4388 0 31 0.6996 0 42 0.1296 92.6402 91.7155 .5801 .5328
4344 63.4676 1.7564 2000.000 7.4050 0 32 0.8367 0 30 0.1167 91.7155 91.0248 .5328 .5124
6869 43.1813 0.6276 2800.000 7.4895 0 46 0.5252 0 46 0.1734 89.3609 89.2006 .5432 .5431
4445 86.8567 1.9041 2500.000 7.2894 0 32 0.6090 0 30 0.0839 91.0248 90.9948 .4099 .5179
4546 96.3889 3.0307 2500.000 7.1658 0 32 1.0488 0 19 0.0743 90.9948 90.9652 .5179 .6501
4647 19.5453 0.7456 2500.000 6.8742 0 33 1.0217 0 25 0.3517 90.9652 90.9523 .6501 .6529
4754 69.8137 1.6227 2500.000 6.5397 0 33 0.8584 0 24 0.0937 90.9523 90.9473 .6529 .7069
4849 68.7768 2.2981 2000.000 1.2533 0 25 0.8289 0 25 0.0182 90.9539 90.9487 .1869 .2693
4950 88.3261 2.2234 2360.000 1.2495 0 25 0.5748 0 25 0.0141 90.9487 90.9482 .2283 .2619
5051 69.6722 2.5632 2000.000 1.7467 0 25 0.9191 0 25 0.0251 90.9482 90.9476 .3091 .4388
5152 86.0599 3.2001 2000.000 1.7428 0 25 0.8450 0 25 0.0203 90.9477 90.9475 .4388 .5088
5253 70.2593 2.7867 2000.000 1.9445 0 24 1.1313 0 23 0.0277 90.9475 90.9474 .5088 .7087
5354 215.9379 3.0206 2500.000 1.2381 0 21 0.4227 0 15 0.0057 90.9474 90.9473 .5670 .6749
5462 217.9611 2.6925 2500.000 6.5558 0 42 0.2733 2 33 0.0301 90.9473 90.9468 .6749 .8107
5657 69.9273 5.9238 Section 4
400.0000 0.0920 0 25 0.4009 0 24 0.0013 99.5407 99.2438 .0266 .0346
5758 51.4571 6.0705 500.0000 0.0783 0 25 0.0778 0 25 0.0015 99.2438 92.5769 .0277 .2738
5859 18.9395 2.2745 1000.000 0.3956 0 26 0.7188 0 26 0.0209 92.5769 91.7710 .1369 .1710
5960 27.1929 2.5298 1000.000 0.4951 0 25 0.6742 0 25 0.0182 91.7710 91.2702 .1710 .1102
6061 52.8129 3.1658 1000.000 0.4927 0 26 0.1675 0 26 0.0093 91.2702 90.9612 .1102 .4612
6162 84.2671 4.7255 2000.000 0.6119 0 26 1.3533 0 14 0.0073 90.9612 90.9468 .2306 1.013 *
6465 90.4168 2.4565 2400.000 7.2060 0 45 0.9359 0 25 0.0797 89.7117 89.6733 .4507 .6639
6566 57.6108 1.7304 2400.000 7.2022 0 45 0.7241 0 16 0.1250 89.6733 89.6550 .6639 .7812
6667 54.3218 0.8545 2400.000 7.4995 0 45 0.2639 0 10 0.1381 89.6550 89.6436 .7812 .8473
L595 217.9611 2.6925 2500.000 6.6886 0 45 0.1915 0 1 0.0307 90.9468 90.9467 .8107 .8787
5556ova 8.0165 3.7039 500.0000 0.2598 0 25 1.4296 0 25 0.0324 99.9975 99.5469 .2949 .2938
5556unda 0.2730 2.4721 375.0000 0.2196 0 25 1.9654 0 25 0.8045 99.9975 99.5407 2.873 2.855
5663ova 7.0634 3.0050 500.0000 0.3266 0 25 1.1413 0 25 0.0462 99.5407 98.1405 .2813 .2811
5663und 0.2114 1.9145 375.0000 0.2351 0 24 2.1551 0 24 1.1121 99.5407 97.3423 3.041 .9129
6364ova 109.2892 6.1392 1800.000 0.2989 0 25 0.6534 0 25 0.0027 97.0562 89.9350 .0312 .0194
6364und 0.6735 4.2350 450.0000 0.6250 0 21 3.8963 0 21 0.9280 97.0562 89.7117 2.902 2.403
6264ova 48.9163 1.4846 800.0000 0.1954 0 45 0.3488 0 45 0.0040 90.9467 90.9005 .0833 .0507
6264und 3.2349 3.4667 1090.000 3.2391 0 46 3.4631 0 46 1.0013 90.9467 89.7117 2.015 .9924
6768ova 22.4678 1.2234 600.0000 4.2671 0 46 0.9769 0 46 0.1899 89.6436 89.5803 .4060 .3338
6768und 3.2349 3.4667 1090.000 2.0410 0 31 2.1469 0 31 0.6309 89.6436 89.3609 1.544 1.395
FREE # 1 Undefnd Undefnd Undefn 7.4895 0 46
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.2824 1.0305 0.6552
L2 0.0000 360.0000 0.0000 0.0000 0.2949 1.1608 0.5468
L3 0.0000 360.0000 0.0000 0.0000 0.3662 1.8079 0.4339
L4 0.0000 360.0000 0.0000 0.0000 0.4364 2.9658 0.5677
L5 0.0000 360.0000 0.0000 0.0000 0.4253 2.8022 0.5277
L6 0.0000 360.0000 0.0000 0.0000 0.4362 3.8561 0.4806
L7 0.0000 360.0000 0.0000 0.0000 0.7295 10.4504 0.2763
L8 0.0000 360.0000 0.0000 0.0000 0.9973 20.0923 0.2136
L9 0.0000 0.0000 0.0000 360.0000 0.1718 4.6652 0.1202
L10 0.0000 360.0000 0.0000 0.0000 0.3766 5.5250 0.2081
L11 0.0000 360.0000 0.0000 0.0000 0.5908 9.2144 0.2824
L12 0.0000 360.0000 0.0000 0.0000 0.8821 14.3440 0.2734
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.1792 0.4089
L14 0.0000 0.0000 0.0000 360.0000 0.2390 4.1805 0.3059
L15 0.0000 360.0000 0.0000 0.0000 0.3783 5.1935 0.3015
L24 0.0000 360.0000 0.0000 0.0000 0.3246 3.9864 0.4449
L25 0.0000 360.0000 0.0000 0.0000 0.4739 5.6546 0.5111
L26 0.0000 360.0000 0.0000 0.0000 0.4644 3.6387 0.7710
L27 0.0000 360.0000 0.0000 0.0000 0.4414 4.5478 0.7274
L28 0.0000 360.0000 0.0000 0.0000 0.2335 1.3068 0.2399
L29 0.0000 360.0000 0.0000 0.0000 0.2873 1.7941 0.3843
L30 0.0000 360.0000 0.0000 0.0000 0.3304 3.2090 0.3849
L31 0.0000 360.0000 0.0000 0.0000 0.3667 6.5754 0.4383
L32 0.0000 360.0000 0.0000 0.0000 0.4613 3.6533 0.9128
L33 0.0000 0.0000 0.0000 360.0000 0.1174 1.0365 0.1016
L34 0.0000 360.0000 0.0000 0.0000 0.5189 10.7356 0.3102
L35 0.0000 360.0000 0.0000 0.0000 0.2439 5.0139 0.5878
L36 0.0000 360.0000 0.0000 0.0000 0.2395 4.9369 0.7192
W2637 352.6042 0.0000 0.0000 7.3958 0.0234 0.1041 0.0046
L37 0.0000 360.0000 0.0000 0.0000 0.5530 7.4442 0.5675
L38 0.0000 360.0000 0.0000 0.0000 0.5541 8.4054 1.0157
L39 0.0000 125.5833 234.4167 0.0000 0.6083 9.0682 0.7904
L41 0.0000 360.0000 0.0000 0.0000 0.7093 11.2766 0.7270
4243 0.0000 360.0000 0.0000 0.0000 0.4412 10.6670 0.7754
4344 1.2083 358.7917 0.0000 0.0000 0.4220 9.1134 0.8175
6869 10.1667 349.8333 0.0000 0.0000 0.8254 14.2600 0.7987
4445 0.2083 359.7917 0.0000 0.0000 0.7739 14.8324 0.6055
4546 0.2083 359.7917 0.0000 0.0000 0.7255 12.1031 1.0592
4647 1.2083 358.7917 0.0000 0.0000 0.9098 12.3941 1.0426
4754 0.2083 359.7917 0.0000 0.0000 0.9362 21.4249 0.6768
4849 0.2083 359.7917 0.0000 0.0000 0.2605 2.3862 0.2871
4950 0.8750 359.1250 0.0000 0.0000 0.4172 3.9407 0.2128
5051 0.2083 359.7917 0.0000 0.0000 0.4789 5.8365 0.3287
5152 0.8750 359.1250 0.0000 0.0000 0.6242 8.2556 0.3069
5253 0.2083 359.7917 0.0000 0.0000 0.7033 10.2576 0.4496
5354 1.0417 355.3333 0.0000 3.6250 1.2023 38.9740 0.0709
5462 4.6250 355.3750 0.0000 0.0000 1.3337 50.5070 0.2423
5657 352.9375 7.0625 0.0000 0.0000 0.0081 0.2429 0.0045
5758 274.8889 85.1111 0.0000 0.0000 0.0628 1.0087 0.0058
5859 0.2083 359.7917 0.0000 0.0000 0.1193 0.5515 0.1103
5960 0.2083 359.7917 0.0000 0.0000 0.0898 0.7345 0.0947
6061 0.9583 359.0417 0.0000 0.0000 0.1798 2.9778 0.0474
6162 0.2083 359.7917 0.0000 0.0000 0.5816 8.2627 0.4829
6465 0.2083 359.7917 0.0000 0.0000 0.6221 10.5552 0.9841
6566 1.2917 358.7083 0.0000 0.0000 0.8815 18.4134 0.6783
6667 0.2083 359.7917 0.0000 0.0000 1.0689 42.9481 0.3413
L595 1.0417 358.9583 0.0000 0.0000 1.3608 60.9945 0.2316
5556ova 332.0583 25.6569 0.0000 2.2847 0.0701 0.1824 0.2097
5556unda 0.2083 52.9250 0.0000 306.8667 0.1107 0.1136 2.1107
5663ova 326.2643 0.0000 0.0000 33.7357 0.0737 0.2863 0.1604
5663und 0.2083 0.0000 0.0000 359.7917 0.1115 0.1091 1.5979
6364ova 346.2188 0.0000 0.0000 13.7812 0.0460 0.4575 0.0298
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1639 4.3848
6264ova 345.2667 0.0000 0.0000 14.7333 0.0363 0.5611 0.0187
6264und 1.5833 358.4167 0.0000 0.0000 0.3297 0.9354 5.6759
6768ova 307.3750 0.0000 0.0000 52.6250 0.1513 4.3682 0.2168
6768und 10.0833 349.9167 0.0000 0.0000 0.3315 0.9577 2.9910
*===========================================*
| 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 0.0772 1668.4414 0.0013 1.0000 0.3164 0.0837 0.1567 12.2702
L2 0.0774 1671.2295 0.0015 1.0000 0.2696 0.0827 0.1838 12.2702
L3 0.0775 1673.3535 0.0017 1.0000 0.1700 0.1030 0.2854 12.2702
L4 0.1463 3159.5432 0.0025 1.0000 0.0966 0.1405 0.5259 12.2702
L5 0.1466 3167.1210 0.0031 1.0000 0.0568 0.2351 0.9770 12.2702
L6 0.1467 3168.2506 0.0057 1.0000 0.0293 0.3343 2.3458 2.8766
L7 0.1466 3167.5221 0.0082 1.0000 0.0074 0.6135 7.6056 2.8632
L8 0.1647 3558.0210 0.0117 1.0000 0.0035 0.8648 15.8410 2.8630
L9 0.1648 3560.5871 0.0027 1.0000 0.2398 0.0471 0.8839 6.1351
L10 0.1649 3562.8522 0.0033 1.0000 0.0604 0.2579 3.6504 6.3465
L11 0.1645 3552.8011 0.0053 1.0000 0.0108 0.4940 6.7406 2.8679
L12 0.1635 3530.7555 0.0064 1.0000 0.0051 0.7847 11.5998 2.8657
L13 0.2246 4851.6586 0.0088 1.0000 0.0049 0.8535 13.9863 2.8683
L14 0.2240 4839.3678 0.0037 1.0000 0.2394 0.1146 0.8403 6.1350
L15 0.2244 4847.6034 0.0045 1.0000 0.1148 0.1215 1.2827 8.2049
L24 0.2246 4852.3206 0.0037 1.0000 0.2315 0.0870 0.6936 8.1801
L25 0.2946 6363.8904 0.0055 1.0000 0.1763 0.1255 1.0631 8.1996
L26 0.2954 6381.0793 0.0044 1.0000 0.2579 0.1332 0.7156 8.1801
L27 0.2959 6392.4446 0.0048 1.0000 0.1477 0.1602 1.1029 4.0901
L28 0.0899 1941.9008 0.0014 1.0000 0.3534 0.0658 0.2749 8.1801
L29 0.1680 3629.2977 0.0020 1.0000 0.2947 0.0873 0.4339 8.1801
L30 0.2852 6161.2187 0.0030 1.0000 0.2468 0.1460 0.9561 8.1801
L31 0.4026 8696.4270 0.0051 1.0000 0.1582 0.1675 1.5431 8.1801
L32 0.4363 9423.5241 0.0041 1.0000 0.2665 0.1926 0.9436 10.2252
L33 0.0251 542.4676 0.0007 1.0000 0.3481 0.0306 0.1281 12.2702
L34 0.4630 10000.647 0.0050 1.0000 0.0645 0.2325 3.4747 10.2252
L35 0.4642 10026.536 0.0044 1.0000 0.3128 0.1379 1.1686 10.2252
L36 0.4871 10521.872 0.0045 1.0000 0.5735 0.1113 0.8197 3.6811
W2637 0.0001 2.3977 0.0000 0.0307 0.0127 0.0005 0.0020 0.1000
L37 0.4886 10554.086 0.0048 1.0000 0.1744 0.1973 1.7057 3.6811
L38 0.7870 16999.309 0.0084 1.0000 0.1617 0.2305 1.9215 3.6811
L39 -0.7880 -17020.06 0.0084 1.0000 0.0000 0.2177 2.2983 8.1801
L41 0.7928 17124.921 0.0079 1.0000 0.1559 0.2385 2.7486 8.1801
4243 0.8418 18182.889 0.0081 0.9993 0.2312 0.1890 2.2112 5.0882
4344 0.8482 18321.642 0.0076 0.9970 0.2667 0.1782 2.1100 0.0736
6869 1.3096 28286.781 0.0064 0.9776 0.1239 0.3775 4.7052 0.1488
4445 0.8701 18793.867 0.0080 0.9994 0.1341 0.2569 4.0034 4.6305
4546 0.8887 19196.439 0.0080 0.9993 0.3181 0.2471 2.6154 3.1801
4647 0.8903 19230.284 0.0085 0.9971 0.1378 0.3238 3.1086 0.0505
4754 0.9051 19550.510 0.0089 0.9994 0.2577 0.2856 4.6718 3.3075
4849 0.1032 2229.7395 0.0016 0.9994 0.3341 0.0653 0.4318 3.3075
4950 0.1032 2229.2409 0.0024 0.9978 0.1447 0.0978 0.7825 0.9116
5051 0.1390 3001.8128 0.0026 0.9994 0.3629 0.1044 1.0264 3.3075
5152 0.1388 2998.8125 0.0042 0.9977 0.1460 0.1510 1.5946 0.9110
5253 0.1498 3234.6358 0.0035 0.9994 0.5209 0.1680 1.9571 3.3075
5354 0.1508 3256.2688 0.0062 0.9975 0.0660 0.2995 8.8204 0.0523
5462 1.0570 22831.036 0.0216 0.9896 0.2014 0.3836 12.5237 0.0807
5657 0.0008 17.3809 0.0001 0.0284 0.0317 0.0002 0.0051 0.0200
5758 0.0008 17.7023 0.0001 0.3859 0.0055 0.0107 0.1675 0.0350
5859 0.0292 631.4869 0.0007 0.9994 0.3627 0.0257 0.1009 3.9690
5960 0.0370 799.1124 0.0007 0.9994 0.4105 0.0196 0.1192 3.3075
6061 0.0372 802.8537 0.0008 0.9975 0.0841 0.0486 0.6796 0.9108
6162 0.0510 1101.0753 0.0018 0.9994 0.1874 0.1537 1.7904 3.3076
6465 1.2279 26521.878 0.0101 0.9994 0.3106 0.2650 3.2573 3.3075
6566 1.2283 26531.623 0.0098 0.9969 0.1649 0.3715 5.9030 0.0601
6667 1.3056 28200.496 0.0113 0.9994 0.0450 0.4809 14.8047 5.2921
L595 1.1063 23896.404 0.0404 0.9974 0.1051 0.4593 16.2777 0.0815
5556ova 0.0077 165.3766 0.0004 0.1204 0.1073 0.0062 0.0114 0.0202
5556unda 0.0286 618.5006 0.0004 0.9994 1.3999 0.0367 0.0269 0.9261
5663ova 0.0141 304.1514 0.0004 0.1514 0.1331 0.0073 0.0231 0.0201
5663und 0.0345 746.0088 0.0003 0.9993 1.2086 0.0425 0.0300 0.8904
6364ova 0.0057 124.0076 0.0003 0.0604 0.0761 0.0017 0.0167 0.0500
6364und 0.0687 1484.8323 0.0028 0.9994 1.0972 0.0657 0.0636 0.9261
6264ova 0.0040 86.7832 0.0001 0.0806 0.0464 0.0019 0.0267 0.0200
6264und 1.1020 23804.004 0.0034 0.9963 0.6203 0.1809 0.4011 0.0140
6768ova 0.3775 8153.9153 0.0036 0.2679 0.1822 0.0311 0.8128 0.0200
6768und 0.9314 20118.287 0.0034 0.9777 0.5700 0.1789 0.4453 0.0140
FREE # 1 1.3097 28288.975
*===============================================================*
| 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 1.0049 0.0000 1.2294 0.5343 0.6923 103.5763 102.2951 Max Flow
L2 0.9957 0.0000 0.9530 0.4708 0.5841 102.2953 101.0479 Max Flow
L3 0.9798 0.0000 0.4143 0.4668 0.6671 101.0482 100.3547 Max Flow
L4 1.9004 0.0000 0.4585 0.5460 0.8886 100.3550 99.8886 Max Flow
L5 1.8690 0.0000 0.3229 0.4617 0.8820 99.8890 99.5485 Max Flow
L6 1.8682 0.0000 0.0108 0.5417 0.4646 99.5485 99.5586 Max Flow
L7 1.8583 0.0000 0.0006 0.5016 0.4198 99.5587 99.5600 Max Flow
L8 2.1139 0.0000 0.0001 0.5057 0.4328 99.5602 99.5605 Max Flow
L9 2.0553 0.0000 0.1541 0.1801 0.4892 99.5605 99.3901 Max Flow
L10 2.0480 0.0000 0.0333 0.1907 0.1634 98.8640 97.6096 Max Flow
L11 2.0270 0.0000 0.0023 0.4614 0.4234 97.6096 97.6107 Max Flow
L12 1.9918 0.0000 0.0005 0.5261 0.4729 97.6108 97.6111 Max Flow
L13 2.8836 0.0000 0.0009 0.7447 0.6879 97.6112 97.6114 Max Flow
L14 2.8347 0.0000 0.0702 0.3954 0.5795 97.6115 97.5254 Max Flow
L15 2.8091 0.0000 0.1971 0.2568 0.4218 94.8820 94.6483 Max Flow
L24 2.7399 0.0000 0.4752 0.4229 0.6037 94.6484 94.1611 Max Flow
L25 3.6603 0.0000 0.2225 0.4338 0.5697 94.1615 93.7786 Max Flow
L26 3.5522 0.0000 0.4420 0.5262 1.0358 93.7788 93.2660 Max Flow
L27 3.5128 0.0000 0.0873 0.5566 0.5229 93.2664 93.1235 Max Flow
L28 0.8471 0.0000 4.4206 0.2153 0.2988 120.8004 113.8800 Max Flow
L29 1.7143 0.0000 7.9867 0.2796 0.3861 113.8759 105.9006 Max Flow
L30 2.2850 0.0000 3.4270 0.2933 0.4006 105.9006 98.1797 Max Flow
L31 3.2915 0.0000 0.8698 0.4750 0.6797 98.1797 95.8198 Max Flow
L32 3.4278 0.0000 0.8286 0.6918 0.9874 95.8203 94.9635 Max Flow
L33 0.3815 0.0000 0.5356 0.1927 0.3180 97.8656 97.3126 Max Flow
L34 3.6393 0.0000 0.0764 0.3759 0.8547 94.9638 94.8878 Max Flow
L35 3.6304 0.0000 1.1766 0.7093 0.8307 94.8888 93.6672 Max Flow
L36 3.8049 0.0000 0.1510 0.6880 0.6867 93.6677 93.2129 Max Flow
W2637 0.0063 0.0000 0.1528 0.0045 0.0241 93.7788 93.6245 Max Flow
L37 3.8611 0.0000 0.0386 0.5673 0.6680 93.1736 93.1501 Max Flow
L38 7.0871 0.0000 0.0579 0.8127 1.4092 93.1935 93.1308 Max Flow
L39 -0.0189 0.0000 -0.0095 0.0058 0.0183 92.1858 92.1953 Max Flow
L41 7.1422 0.0000 0.3736 0.6469 1.1260 93.0095 92.6379 Max Flow
4243 7.3704 0.0000 0.9125 0.7531 1.1346 92.6380 91.7038 Max Flow
4344 7.2394 0.0000 0.7366 0.7257 1.0226 91.7006 90.9452 Max Flow
6869 7.4689 0.0000 0.1603 0.6919 1.5188 89.3592 89.1988 Max Flow
4445 7.1313 0.0000 0.0772 0.5216 0.7799 90.9454 90.8776 Max Flow
4546 7.0121 0.0000 0.1022 0.8842 1.0739 90.8780 90.7957 Max Flow
4647 6.7638 0.0000 0.0309 0.7256 1.5945 90.7962 90.7651 Max Flow
4754 6.4785 0.0000 0.0139 0.6581 0.9599 90.7658 90.7548 Max Flow
4849 1.2430 0.0000 0.1786 0.2701 0.3475 90.9320 90.7481 Max Flow
4950 1.2211 0.0000 0.0275 0.2036 0.2777 90.7481 90.7256 Max Flow
5051 1.7000 0.0000 0.3174 0.2963 0.3707 90.7256 90.3831 Max Flow
5152 1.6924 0.0000 0.0633 0.2466 0.2880 90.3831 90.3380 Max Flow
5253 1.8675 0.0000 0.2907 0.3511 0.4073 90.3380 89.9963 Max Flow
5354 1.0811 0.0000 0.0547 0.0852 0.1417 89.6777 89.5722 Max Flow
5462 6.4787 0.0000 0.0009 0.2535 0.3618 90.9462 90.9457 Max Flow
5657 0.0872 0.0000 0.2446 0.0130 0.0077 99.5403 99.2418 Max Flow
5758 0.0596 0.0000 0.0102 0.0138 0.0083 99.2418 92.5713 Max Flow
5859 0.3663 0.0000 0.5375 0.1135 0.1305 92.5713 91.7685 Max Flow
5960 0.4747 0.0000 0.4809 0.1241 0.1438 91.7685 91.2671 Max Flow
6061 0.4619 0.0000 0.0119 0.0953 0.1056 91.2671 90.9413 Max Flow
6162 0.5919 0.0000 0.0402 0.4322 0.4398 90.9414 89.9944 Max Flow
6465 7.2037 0.0000 0.0702 0.8926 0.9795 89.7115 89.6730 Max Flow
6566 7.1970 0.0000 0.0228 0.9467 1.1728 89.6731 89.6546 Max Flow
6667 7.4964 0.0000 0.0118 0.7339 1.2339 89.6546 89.6432 Max Flow
L595 6.6681 0.0000 0.0003 0.2576 0.3690 90.9457 90.9455 Max Flow
5556ova 0.2554 0.0000 0.4460 0.1819 0.1459 99.9968 99.5459 Max Flow
5556unda 0.2195 0.1722 0.2839 0.3348 0.2545 99.9968 99.5403 Max Flow
5663ova 0.3240 0.0000 1.3962 0.1563 0.1402 99.5403 98.1402 Max Flow
5663und 0.2351 0.6042 1.5964 0.3423 0.3750 99.5403 97.3423 Max Flow
6364ova 0.2829 0.0000 7.0977 0.0343 0.0331 97.0551 89.9331 Max Flow
6364und 0.6233 1.5384 5.9817 1.3051 0.3418 97.0551 89.5344 Max Flow
6264ova 0.1865 0.0000 0.0400 0.0397 0.0639 90.9455 90.8997 Max Flow
6264und 3.2376 1.1163 0.1178 0.9806 0.8953 90.9455 89.7115 Max Flow
6768ova 4.2458 0.0000 0.0473 0.1998 0.2728 89.6432 89.5798 Max Flow
6768und 2.0121 0.3797 0.0446 0.8007 0.6225 89.4548 89.0373 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 130.0000 230.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 250.0000 0.0000 110.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 255.0000 0.0000 105.0000 0.0000 0.0000 0.0000 0.0000 None
L14 120.0000 240.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 300.0000 10.0000 0.0000 0.0000 0.0000 50.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 45.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 290.0000 35.0000 0.0000 0.0000 0.0000 35.0000 0.0000 None
W2637 5.0000 5.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 350.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 65.0000 295.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 195.0000 165.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 45.0000 315.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 330.0000 10.0000 0.0000 10.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 325.0000 0.0000 0.0000 35.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 325.0000 0.0000 0.0000 0.0000 35.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 10.0000 5.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 125.0000 0.0000 0.0000 235.0000 0.0000 None
6768ova 15.0000 35.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 60.0000 115.0000 0.0000 45.0000 140.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.2500 1.2500 0.0000
L2 355.7500 355.7500 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 301.3750 301.4083 0.0000 0.0000
L5 0.0167 329.7250 0.0000 0.0000
L6 0.0000 353.5625 0.0000 0.0000
L7 0.0000 341.0833 0.0000 0.0000
L8 0.0000 348.4583 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 359.8333 0.0000 0.0000
L12 0.0000 346.1250 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 14.7500 14.7917 0.0000 0.0000
L25 357.1250 357.1667 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 162.2083 163.4167 0.0000 0.0000
L29 329.0000 329.0000 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 29.4167 29.4167 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.2500 350.5417 0.0000 0.0000
L35 7.7917 7.7917 0.0000 0.0000
L36 69.7083 69.7639 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 301.5417 359.0000 0.0000 0.0000
L38 0.0417 7.6667 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 17.1667 61.2917 0.0000 0.0000
4243 44.1458 44.1458 0.1250 0.0000
4344 2.3333 2.3333 0.0000 0.0000
6869 4.1979 5.1840 0.0000 0.0000
4445 286.8750 354.9583 0.0000 0.0000
4546 9.3333 51.8333 3.7083 0.0000
4647 0.1042 5.1250 0.0000 0.0000
4754 7.3125 63.6458 0.0000 0.0000
4849 7.8083 32.7167 0.0000 0.0000
4950 260.0833 358.7500 0.0000 0.0000
5051 8.9250 43.7708 0.0000 0.0000
5152 293.1875 358.7083 0.0000 0.0000
5253 11.9375 59.2500 0.0000 0.0000
5354 283.1704 347.6250 0.0000 0.0000
5462 276.7361 353.0000 0.1250 0.0000
5657 335.3889 335.3889 3.5903 0.0000
5758 337.3889 337.3889 0.0000 0.0000
5859 358.5000 358.5417 1.0417 0.0000
5960 0.0000 0.0000 0.1250 0.0000
6061 358.5833 359.7917 1.2083 0.0000
6162 327.5667 345.6250 5.0833 0.0000
6465 210.0333 265.8333 0.5417 0.0000
6566 14.3889 358.7083 0.1250 0.0000
6667 0.0833 349.1667 0.0000 0.0000
L595 211.2083 355.3750 2.7917 0.0000
5556ova 342.3785 343.8194 10.6667 0.0000
5556unda 2.0667 16.4750 321.4417 0.0000
5663ova 0.3083 0.3083 0.0000 0.0000
5663und 0.0000 0.0000 320.1417 0.0000
6364ova 0.0000 0.0000 13.7604 0.0000
6364und 294.6458 294.6458 13.0833 0.0000
6264ova 0.0000 0.0000 306.3167 0.0000
6264und 2.8333 281.7500 0.1250 0.0000
6768ova 0.0000 0.0000 277.3542 0.0000
6768und 0.0000 264.3889 0.9583 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 0.2790 1.0183 0.2685 0.0080 1.0002 0.0036 0.0287 0.9822 0.0132 0.3017 10.3132 0.1389 0.6829
L2 0.0000 0.8695 0.0000 0.0000 1.0071 0.0000 0.0000 1.1583 0.0000 0.0000 12.7414 0.0000 0.6276
L3 0.0000 0.5535 0.0000 0.0000 0.9988 0.0000 0.0000 1.8046 0.0000 0.0000 28.8736 0.0000 0.7821
L4 0.1825 0.6609 0.1977 0.0044 1.9050 0.0116 0.0243 2.8827 0.0586 0.3890 46.1228 0.9382 0.8791
L5 0.0000 0.6828 0.0000 0.0000 1.9111 0.0000 0.0000 2.7990 0.0000 0.0000 27.9897 0.0000 0.7858
L6 0.1211 0.5857 0.1785 0.0577 1.8149 0.0492 0.4766 3.0987 0.2754 4.8616 31.6064 2.8089 0.9786
L7 0.0202 0.1907 0.0418 0.0027 1.9138 0.0118 0.1314 10.0340 0.2826 1.3800 105.3570 2.9671 1.4940
L8 0.0077 0.1086 0.0154 0.0005 2.1673 0.0010 0.0615 19.9596 0.0643 0.6149 199.5964 0.6429 1.9648
L9 0.3358 0.5765 0.5547 0.7774 1.3021 0.0507 2.3148 2.2586 0.0914 23.1479 22.5857 0.9143 0.2727
L10 0.2090 0.4517 0.2114 0.1278 1.8114 0.1909 0.6111 4.0097 0.9030 6.1114 40.0965 9.0303 0.5569
L11 0.0412 0.2668 0.0827 0.0293 2.0496 0.0672 0.7113 7.6835 0.8129 11.7364 126.7785 13.4130 1.2183
L12 0.0201 0.1602 0.0410 0.0112 2.1314 0.0199 0.5549 13.3020 0.4845 9.1557 219.4835 7.9940 1.8069
L13 0.0222 0.1931 0.0455 0.0269 2.8619 0.0518 1.2086 14.8196 1.1372 21.1506 259.3431 19.9002 2.4018
L14 0.0000 0.3545 0.6562 0.0000 0.1417 2.7977 0.0000 0.3996 4.2634 0.0000 3.9963 42.6341 0.4119
L15 0.3099 0.7141 0.2922 0.3176 2.3751 0.2454 1.0247 3.3259 0.8397 13.3214 43.2373 10.9166 0.5267
L24 0.0854 0.7352 0.0000 0.0005 2.9239 0.0000 0.0055 3.9769 0.0000 0.1101 79.5387 0.0000 0.6092
L25 0.3284 0.7498 0.2682 0.1488 3.4862 0.1463 0.4530 4.6493 0.5456 7.2483 74.3894 8.7302 0.7535
L26 0.0000 1.0370 0.0000 0.0000 3.7621 0.0000 0.0000 3.6280 0.0000 0.0000 54.4203 0.0000 0.7823
L27 0.0000 0.8769 0.1091 0.0000 3.7306 0.0295 0.0000 4.2541 0.2702 0.0000 61.6847 3.9176 0.8915
L28 0.0000 0.6873 0.0000 0.0000 0.8932 0.0000 0.0000 1.2995 0.0000 0.0000 174.1360 0.0000 0.3476
L29 0.0000 0.9807 0.0000 0.0000 1.7573 0.0000 0.0000 1.7919 0.0000 0.0000 283.1123 0.0000 0.3922
L30 0.0000 0.7130 0.0000 0.0000 2.2862 0.0000 0.0000 3.2066 0.0000 0.0000 480.9863 0.0000 0.5498
L31 0.0000 0.5015 0.0000 0.0000 3.2921 0.0000 0.0000 6.5647 0.0000 0.0000 584.2585 0.0000 0.8842
L32 0.2775 0.9731 0.2668 0.0231 3.4371 0.0096 0.0831 3.5322 0.0360 1.7447 74.1762 0.7560 0.9697
L33 0.1253 0.4036 0.1251 0.0106 0.3695 0.0035 0.0845 0.9154 0.0277 0.8453 9.1536 0.2767 0.3031
L34 0.0757 0.3525 0.2587 0.0075 3.4203 0.2382 0.0986 9.7041 0.9206 1.7256 169.8218 16.1109 0.9071
L35 0.0000 0.7342 0.2664 0.0000 3.6580 0.0058 0.0000 4.9820 0.0218 0.0000 107.1128 0.4682 0.8197
L36 0.2062 0.7968 0.0388 0.0176 3.8125 0.0000 0.0852 4.7849 0.0011 1.5328 86.1273 0.0196 0.7918
W2637 0.1806 0.1819 0.0000 0.0013 0.0097 0.0000 0.0075 0.0536 0.0000 0.0746 0.5357 0.0000 0.0469
L37 0.0850 0.5547 0.0268 0.0398 3.8532 0.0004 0.4680 6.9465 0.0139 10.9973 163.2434 0.3271 1.0439
L38 0.1583 1.0096 0.0897 0.2123 7.0233 0.0091 1.3414 6.9564 0.1020 18.7799 97.3899 1.4277 1.1774
L39 0.0000 0.8096 0.2370 0.0000 7.1715 0.0438 0.0000 8.8577 0.1847 0.0000 88.5766 1.8475 1.0152
L41 0.2757 0.6817 0.2680 0.1895 6.8124 0.1593 0.6875 9.9926 0.5942 37.4684 544.5962 32.3862 1.1424
4243 0.2444 1.0734 0.3332 0.8107 6.0615 0.5666 3.3174 5.6472 1.7004 199.0427 338.8334 102.0253 1.1188
4344 0.4422 1.2483 0.3014 1.7135 5.4255 0.2660 3.8746 4.3465 0.8825 193.7299 217.3248 44.1247 1.0049
6869 0.0000 0.5258 0.0000 0.0000 7.4895 0.0000 0.0000 14.2446 0.0000 0.0000 284.8929 0.0000 1.5208
4445 0.0000 0.4917 0.0000 0.0000 7.2894 0.0000 0.0000 14.8249 0.0000 0.0000 489.2212 0.0000 1.1487
4546 0.4317 0.9237 0.2583 3.2660 3.7887 0.1111 7.5649 4.1017 0.4301 189.1215 102.5436 10.7516 1.4475
4647 0.1643 0.6141 0.1722 0.0995 6.5951 0.1796 0.6058 10.7395 1.0427 12.1162 214.7903 20.8546 1.6284
4754 0.2204 0.3701 0.2222 0.9701 4.4741 1.0955 4.4007 12.0905 4.9310 136.4226 374.8040 152.8610 1.6944
4849 0.1009 0.5309 0.1006 0.0012 1.2512 0.0010 0.0117 2.3565 0.0100 0.1400 28.2782 0.1194 0.4524
4950 0.2035 0.3501 0.2051 0.0827 1.0685 0.0982 0.4067 3.0524 0.4788 2.4403 18.3145 2.8727 0.5755
5051 0.1682 0.3225 0.1686 0.0706 1.6003 0.0758 0.4200 4.9623 0.4495 7.9798 94.2836 8.5398 0.7402
5152 0.1650 0.2606 0.1744 0.3108 0.9715 0.4605 1.8834 3.7275 2.6403 11.3006 22.3648 15.8417 0.9419
5253 0.1048 0.2257 0.1274 0.1511 1.5395 0.2539 1.4413 6.8209 1.9924 28.8259 136.4188 39.8476 1.2108
5354 0.0192 0.0347 0.0246 0.0903 1.0470 0.1008 4.7098 30.1614 4.0950 136.5838 874.6814 118.7558 1.5406
5462 0.0637 0.1475 0.0369 0.3606 6.0562 0.1391 5.6577 41.0462 3.7744 67.8922 492.5547 45.2924 1.8490
5657 0.0422 0.4502 0.1435 0.0000 0.0920 0.0000 0.0000 0.2043 0.0000 0.0000 1.2256 0.0001 0.0119
5758 0.0459 0.0782 0.0508 0.0004 0.0773 0.0005 0.0080 0.9895 0.0108 0.4005 49.4730 0.5380 0.0710
5859 0.0000 0.7192 0.0000 0.0000 0.3956 0.0000 0.0000 0.5501 0.0000 0.0000 9.9015 0.0000 0.1525
5960 0.2175 0.6800 0.1801 0.0011 0.4937 0.0003 0.0050 0.7261 0.0019 0.0844 12.3435 0.0318 0.1446
6061 0.0871 0.1699 0.0517 0.0059 0.4837 0.0031 0.0677 2.8474 0.0592 1.1517 48.4062 1.0056 0.2903
6162 0.0464 0.1259 0.0245 0.2027 0.3898 0.0195 4.3720 3.0964 0.7944 131.1594 92.8906 23.8316 1.3628
6465 0.2865 0.7097 0.3733 0.0456 6.9226 0.2379 0.1592 9.7544 0.6372 5.0947 312.1399 20.3913 1.3232
6566 0.0000 0.4165 0.3488 0.0000 4.7983 2.4040 0.0000 11.5209 6.8917 0.0000 403.2308 241.2110 1.7216
6667 0.1441 0.2467 0.1171 3.0345 3.6259 0.8391 21.0558 14.6957 7.1664 1052.7879 734.7838 358.3212 1.9484
L595 0.0646 0.1270 0.0324 0.5464 5.9604 0.1818 8.4560 46.9171 5.6113 50.7360 281.5023 33.6677 2.1053
5556ova 0.0000 1.4316 0.0000 0.0000 0.2598 0.0000 0.0000 0.1815 0.0000 0.0000 2.9032 0.0000 0.1472
5663ova 0.0000 1.1408 0.0322 0.0000 0.3266 0.0000 0.0000 0.2863 0.0000 0.0000 23.7614 0.0003 0.1406
6364ova 0.0558 0.6536 0.0558 0.0000 0.2989 0.0000 0.0001 0.4573 0.0001 0.0060 50.3066 0.0060 0.0467
6264ova 0.2166 0.3229 0.1897 0.0125 0.1739 0.0090 0.0577 0.5385 0.0473 0.5774 5.3850 0.4734 0.0553
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 0.2247
*========================================================*
| 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 0.02620 3.2691 0.01161 3.3069 9.4415 12.757 0.02620 3.2691 0.01161 3.3069 9.4415 12.757 0.0000 0.0000 0.0000 None
L2 0.0000 3.4367 0.0000 3.4367 2.5707 6.2621 0.0000 3.4367 0.0000 3.4367 2.5707 6.2621 0.0000 0.0000 0.0000 None
L3 0.0000 6.2018 0.0000 6.2018 5.3665 9.9810 0.0000 6.2018 0.0000 6.2018 5.3665 9.9810 0.0000 0.0000 0.0000 None
L4 0.02828 12.141 0.07387 12.243 4.9125 11.393 0.02828 12.141 0.07387 12.243 4.9125 11.393 0.0000 0.0000 0.0000 None
L5 0.0000 10.587 0.0000 10.587 7.1711 13.455 0.0000 10.587 0.0000 10.587 7.1711 13.455 0.0000 0.0000 0.0000 None
L6 2.1486 67.540 1.8298 71.518 7.1084 15.382 2.1486 67.540 1.8298 71.518 7.1084 15.382 0.0000 0.0000 0.0000 None
L7 0.3661 264.08 1.6283 266.07 5.0628 18.800 0.3661 264.08 1.6283 266.07 5.0628 18.800 0.0000 0.0000 0.0000 None
L8 0.1297 594.68 0.2721 595.08 6.2994 25.928 0.1297 594.68 0.2721 595.08 6.2994 25.928 0.0000 0.0000 0.0000 None
L9 6.4953 10.879 0.4237 17.798 3.7356 30.486 6.4953 10.879 0.4237 17.798 3.7356 30.486 0.0000 0.0000 0.0000 None
L10 2.5524 36.188 3.8135 42.554 10.305 22.943 2.5524 36.188 3.8135 42.554 10.305 22.943 0.0000 0.0000 0.0000 None
L11 2.8233 197.30 6.4694 206.60 6.6014 21.498 2.8233 197.30 6.4694 206.60 6.6014 21.498 0.0000 0.0000 0.0000 None
L12 2.1580 411.88 3.8367 417.88 6.7667 22.375 2.1580 411.88 3.8367 417.88 6.7667 22.375 0.0000 0.0000 0.0000 None
L13 4.9143 523.65 9.4701 538.03 3.2679 22.197 4.9143 523.65 9.4701 538.03 3.2679 22.197 0.0000 0.0000 0.0000 None
L14 0.0000 1.7768 35.085 36.862 4.5337 25.296 0.0000 1.7768 35.085 36.862 4.5337 25.296 0.0000 0.0000 0.0000 None
L15 2.8450 21.277 2.1984 26.320 2.7253 16.376 2.8450 21.277 2.1984 26.320 2.7253 16.376 0.0000 0.0000 0.0000 None
L24 .003056 19.015 0.0000 19.018 5.3763 17.239 .003056 19.015 0.0000 19.018 5.3763 17.239 0.0000 0.0000 0.0000 None
L25 1.3924 32.632 1.3698 35.395 3.4653 14.920 1.3924 32.632 1.3698 35.395 3.4653 14.920 0.0000 0.0000 0.0000 None
L26 0.0000 22.094 0.0000 22.094 5.9771 13.371 0.0000 22.094 0.0000 22.094 5.9771 13.371 0.0000 0.0000 0.0000 None
L27 0.0000 58.426 0.4616 58.888 11.550 20.866 0.0000 58.426 0.4616 58.888 11.550 20.866 0.0000 0.0000 0.0000 None
L28 0.0000 4.9396 0.0000 4.9396 27.262 32.738 0.0000 4.9396 0.0000 4.9396 27.262 32.738 0.0000 0.0000 0.0000 None
L29 0.0000 7.8040 0.0000 7.8040 23.931 30.069 0.0000 7.8040 0.0000 7.8040 23.931 30.069 0.0000 0.0000 0.0000 None
L30 0.0000 17.688 0.0000 17.688 26.167 33.833 0.0000 17.688 0.0000 17.688 26.167 33.833 0.0000 0.0000 0.0000 None
L31 0.0000 29.846 0.0000 29.846 22.122 43.405 0.0000 29.846 0.0000 29.846 22.122 43.405 0.0000 0.0000 0.0000 None
L32 0.1271 18.943 0.05293 19.123 8.3209 15.924 0.1271 18.943 0.05293 19.123 8.3209 15.924 0.0000 0.0000 0.0000 None
L33 0.05624 1.9612 0.01838 2.0359 9.1195 17.678 0.05624 1.9612 0.01838 2.0359 9.1195 17.678 0.0000 0.0000 0.0000 None
L34 0.1188 54.437 3.7904 58.346 2.3163 22.869 0.1188 54.437 3.7904 58.346 2.3163 22.869 0.0000 0.0000 0.0000 None
L35 0.0000 15.471 0.02454 15.495 9.0249 29.797 0.0000 15.471 0.02454 15.495 9.0249 29.797 0.0000 0.0000 0.0000 None
L36 0.1753 38.055 .000423 38.230 5.1164 28.000 0.1753 38.055 .000423 38.230 5.1164 28.000 0.0000 0.0000 0.0000 None
W2637 .006064 0.04387 0.0000 0.04994 8.9819 11.585 .006064 0.04387 0.0000 0.04994 8.9819 11.585 0.0000 0.0000 0.0000 None
L37 1.1726 113.58 0.01098 114.76 5.2252 18.432 1.1726 113.58 0.01098 114.76 5.2252 18.432 0.0000 0.0000 0.0000 None
L38 3.8067 125.91 0.1640 129.88 20.700 35.625 3.8067 125.91 0.1640 129.88 20.700 35.625 0.0000 0.0000 0.0000 None
L39 0.0000 66.237 0.4044 66.641 21.914 36.390 0.0000 66.237 0.4044 66.641 21.914 36.390 0.0000 0.0000 0.0000 None
L41 2.4015 86.323 2.0183 90.743 20.606 35.894 2.4015 86.323 2.0183 90.743 20.606 35.894 0.0000 0.0000 0.0000 None
4243 8.5045 63.583 5.9432 78.030 15.614 40.426 8.5045 63.583 5.9432 78.030 15.614 40.426 0.0000 0.0000 0.0000 None
4344 16.837 53.314 2.6140 72.766 16.494 38.318 16.837 53.314 2.6140 72.766 16.494 38.318 0.0000 0.0000 0.0000 None
6869 0.0000 83.560 0.0000 83.560 24.583 41.513 0.0000 83.560 0.0000 83.560 24.583 41.513 0.0000 0.0000 0.0000 None
4445 0.0000 179.07 0.0000 179.07 11.880 30.625 0.0000 179.07 0.0000 179.07 11.880 30.625 0.0000 0.0000 0.0000 None
4546 72.656 84.282 2.4712 159.41 9.2477 25.266 72.656 84.282 2.4712 159.41 9.2477 25.266 0.0000 0.0000 0.0000 None
4647 3.6648 242.88 6.6130 253.16 9.5591 22.387 3.6648 242.88 6.6130 253.16 9.5591 22.387 0.0000 0.0000 0.0000 None
4754 65.975 304.27 74.501 444.75 14.830 37.391 65.975 304.27 74.501 444.75 14.830 37.391 0.0000 0.0000 0.0000 None
4849 0.01908 20.287 0.01622 20.322 21.326 30.319 0.01908 20.287 0.01622 20.322 21.326 30.319 0.0000 0.0000 0.0000 None
4950 3.1168 40.247 3.6981 47.062 16.358 25.633 3.1168 40.247 3.6981 47.062 16.358 25.633 0.0000 0.0000 0.0000 None
5051 3.1289 70.897 3.3577 77.383 15.013 26.912 3.1289 70.897 3.3577 77.383 15.013 26.912 0.0000 0.0000 0.0000 None
5152 22.755 71.121 33.712 127.59 11.697 24.687 22.755 71.121 33.712 127.59 11.697 24.687 0.0000 0.0000 0.0000 None
5253 13.932 141.94 23.410 179.29 8.4694 22.328 13.932 141.94 23.410 179.29 8.4694 22.328 0.0000 0.0000 0.0000 None
5354 68.185 790.60 76.145 934.93 2.6785 34.378 68.185 790.60 76.145 934.93 2.6785 34.378 0.0000 0.0000 0.0000 None
5462 45.063 756.93 17.384 819.38 0.09900 40.219 45.063 756.93 17.384 819.38 0.09900 40.219 0.0000 0.0000 0.0000 None
5657 .63E-07 0.3685 .86E-05 0.3685 0.09960 29.903 .63E-07 0.3685 .86E-05 0.3685 0.09960 29.903 0.0000 0.0000 0.0000 None
5758 0.02194 4.6153 0.03261 4.6699 4.7372 20.303 0.02194 4.6153 0.03261 4.6699 4.7372 20.303 0.0000 0.0000 0.0000 None
5859 0.0000 2.2301 0.0000 2.2301 7.6027 12.162 0.0000 2.2301 0.0000 2.2301 7.6027 12.162 0.0000 0.0000 0.0000 None
5960 .006469 2.9565 .002018 2.9650 7.8772 16.108 .006469 2.9565 .002018 2.9650 7.8772 16.108 0.0000 0.0000 0.0000 None
6061 0.2674 21.930 0.1386 22.336 13.849 27.973 0.2674 21.930 0.1386 22.336 13.849 27.973 0.0000 0.0000 0.0000 None
6162 28.700 55.199 2.7553 86.654 0.06972 15.021 28.700 55.199 2.7553 86.654 0.06972 15.021 0.0000 0.0000 0.0000 None
6465 1.0398 157.81 5.4223 164.27 28.465 44.624 1.0398 157.81 5.4223 164.27 28.465 44.624 0.0000 0.0000 0.0000 None
6566 0.0000 190.12 95.253 285.37 5.4896 25.068 0.0000 190.12 95.253 285.37 5.4896 25.068 0.0000 0.0000 0.0000 None
6667 211.51 252.72 58.485 522.71 3.4596 42.786 211.51 252.72 58.485 522.71 3.4596 42.786 0.0000 0.0000 0.0000 None
L595 86.709 945.84 28.852 1061.4 0.07052 41.911 86.709 945.84 28.852 1061.4 0.07052 41.911 0.0000 0.0000 0.0000 None
5556ova 0.0000 1.5583 0.0000 1.5583 9.1019 11.568 0.0000 1.5583 0.0000 1.5583 9.1019 11.568 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.5219 .92E-06 2.5219 9.1063 12.901 0.0000 2.5219 .92E-06 2.5219 9.1063 12.901 0.0000 0.0000 0.0000 None
6364ova .000012 1.1856 .000012 1.1856 0.09767 9.9023 .000012 1.1856 .000012 1.1856 0.09767 9.9023 0.0000 0.0000 0.0000 None
6264ova 0.2640 3.6702 0.1895 4.1238 29.013 43.889 0.2640 3.6702 0.1895 4.1238 29.013 43.889 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 103.5778 102.2977 10.5000 11.7000 2.2585 2.2585 1.7000 1.0572 1.0572 0.8000 3.3157 3.3157
L2 102.2977 101.0528 11.0000 4.2000 1.6293 1.6293 2.7000 2.0621 2.0621 2.3000 3.6914 3.6914
L3 101.0528 100.3579 16.0000 7.4000 2.0335 2.0335 2.6000 2.5810 2.5810 3.3000 4.6146 4.6146
L4 100.3579 99.8959 16.0000 6.5000 1.5875 1.5875 1.3000 4.8934 4.8934 4.2000 6.4809 6.4809
L5 99.8959 99.5533 10.0000 11.5000 4.3289 4.3289 5.5000 1.9550 1.9550 2.4000 6.2839 6.2839
L6 99.5533 99.5629 10.2000 12.1000 4.9916 4.9916 2.6000 3.2818 3.2818 1.9000 8.2734 8.2734
L7 99.5629 99.5642 10.5000 11.9000 6.8372 6.8372 6.0000 6.9001 6.9001 5.1000 13.7373 13.7373
L8 99.5642 99.5645 10.0000 14.5000 8.2006 8.2006 7.6000 11.4279 11.4279 10.8000 19.6286 19.6286
L9 99.5645 99.3920 10.0000 27.5000 23.7644 23.7644 8.2000 2.9860 2.9860 2.2000 26.7504 26.7504
L10 98.8677 97.6117 10.0000 19.7000 9.3948 9.3948 7.2000 3.2431 3.2431 0.0000 12.6379 12.6379
L11 97.6117 97.6132 16.5000 12.9000 6.2986 6.2986 3.5000 8.5984 8.5984 5.4000 14.8970 14.8970
L12 97.6132 97.6137 16.5000 15.0000 8.2333 8.2333 6.0000 7.3745 7.3745 5.5000 15.6079 15.6079
L13 97.6137 97.6144 17.5000 12.5000 9.2321 9.2321 4.6000 9.6974 9.6974 5.5000 18.9295 18.9295
L14 97.6144 97.5259 10.0000 5.0000 0.4663 0.4663 0.6000 20.2959 20.2959 1.4000 20.7622 20.7622
L15 94.8921 94.6639 13.0000 6.5000 3.7747 3.7747 0.0000 9.8761 9.8761 6.5000 13.6508 13.6508
L24 94.6639 94.1696 20.0000 16.8000 11.4237 11.4237 11.2000 0.4391 0.4391 0.8000 11.8628 11.8628
L25 94.1696 93.7987 16.0000 4.7000 1.2347 1.2347 0.0000 10.2200 10.2200 7.9000 11.4547 11.4547
L26 93.7987 93.2829 15.0000 7.8000 1.8229 1.8229 2.6000 5.5709 5.5709 7.2000 7.3938 7.3938
L27 93.2829 93.1973 14.5000 13.7000 2.1498 2.1498 3.4000 7.1661 7.1661 5.1000 9.3159 9.3159
L28 120.8087 113.8933 134.0000 31.0000 3.7382 3.7382 11.0000 1.7382 1.7382 19.0000 5.4764 5.4764
L29 113.8933 105.9008 158.0000 28.5000 4.5688 4.5688 16.5000 1.5688 1.5688 19.5000 6.1376 6.1376
L30 105.9008 98.1798 150.0000 32.0000 5.8326 5.8326 12.0000 1.8326 1.8326 17.0000 7.6651 7.6651
L31 98.1798 95.8259 89.0000 30.0000 7.8778 7.8778 10.0000 13.4051 13.4051 19.0000 21.2829 21.2829
L32 95.8259 94.9663 21.0000 13.6000 5.2791 5.2791 4.3000 2.3243 2.3243 1.9000 7.6034 7.6034
L33 97.8661 97.3131 10.0000 13.8000 4.6805 4.6805 2.0000 3.8775 3.8775 3.0000 8.5581 8.5581
L34 94.9663 94.8904 17.5000 16.7000 14.3837 14.3837 12.7000 6.1693 6.1693 3.8000 20.5530 20.5530
L35 94.8904 93.6685 21.5000 11.0000 1.9751 1.9751 2.0000 18.7971 18.7971 18.4000 20.7722 20.7722
L36 93.6685 93.2157 18.0000 6.8000 1.6836 1.6836 1.1000 21.2000 21.2000 21.1000 22.8836 22.8836
W2637 93.7987 93.6280 10.0000 9.3000 0.3181 0.3181 0.0000 2.2854 2.2854 3.9000 2.6036 2.6036
L37 93.2157 93.1973 23.5000 11.3000 6.0748 6.0748 4.1000 7.1316 7.1316 6.8000 13.2064 13.2064
L38 93.1973 93.1331 14.0000 30.6000 9.8999 9.8999 5.1000 5.0245 5.0245 4.2000 14.9245 14.9245
L39 93.0102 93.1331 10.0000 30.7000 8.7860 8.7860 9.7000 5.6898 5.6898 4.8000 14.4758 14.4758
L41 93.0102 92.6402 54.5000 32.5000 11.8944 11.8944 10.3000 3.3943 3.3943 2.0000 15.2886 15.2886
4243 92.6402 91.7155 60.0000 31.0000 15.3860 15.3860 1.5000 9.4265 9.4265 5.0000 24.8125 24.8125
4344 91.7155 91.0248 50.0000 32.0000 15.5061 15.5061 2.0000 6.3178 6.3178 3.4000 21.8239 21.8239
6869 89.3609 89.2006 20.0000 36.0000 11.4171 11.4171 13.2000 5.5127 5.5127 5.8000 16.9299 16.9299
4445 91.0248 90.9948 33.0000 26.4000 14.5197 14.5197 21.8000 4.2251 4.2251 8.0000 18.7448 18.7448
4546 90.9948 90.9652 25.0000 22.1000 12.8523 12.8523 1.7000 3.1663 3.1663 2.0000 16.0186 16.0186
4647 90.9652 90.9523 20.0000 11.8000 2.2409 2.2409 0.6000 10.5866 10.5866 7.8000 12.8275 12.8275
4754 90.9523 90.9473 31.0000 28.6000 13.7703 13.7703 7.1000 8.7906 8.7906 1.4000 22.5608 22.5608
4849 90.9539 90.9487 12.0000 26.3000 4.9741 4.9741 4.6000 4.0192 4.0192 3.7000 8.9933 8.9933
4950 90.9487 90.9482 6.0000 21.5000 5.1416 5.1416 3.5000 4.1325 4.1325 2.2000 9.2741 9.2741
5051 90.9482 90.9476 19.0000 19.9000 4.8866 4.8866 3.1000 7.0120 7.0120 5.1000 11.8986 11.8986
5152 90.9477 90.9475 6.0000 17.8000 6.1031 6.1031 2.2000 6.8875 6.8875 1.8000 12.9906 12.9906
5253 90.9475 90.9474 20.0000 14.4000 5.9306 5.9306 2.8000 7.9276 7.9276 3.6000 13.8583 13.8583
5354 90.9474 90.9473 29.0000 30.3000 27.6215 27.6215 20.1000 4.0781 4.0781 0.0000 31.6996 31.6996
5462 90.9473 90.9468 12.0000 13.9000 13.8010 13.8010 2.9000 26.3191 26.3191 20.0000 40.1201 40.1201
5657 99.5407 99.2438 6.0000 29.9000 29.8004 29.8004 29.8000 0.0025 0.0025 0.0000 29.8029 29.8029
5758 99.2438 92.5769 50.0000 20.0000 15.2628 15.2628 15.0000 0.3033 0.3033 0.0000 15.5660 15.5660
5859 92.5769 91.7710 18.0000 8.4000 0.7973 0.7973 2.3000 3.7618 3.7618 5.5000 4.5592 4.5592
5960 91.7710 91.2702 17.0000 10.1000 2.2228 2.2228 2.0000 6.0082 6.0082 5.9000 8.2311 8.2311
6061 91.2702 90.9612 17.0000 25.0000 11.1514 11.1514 10.4000 2.9727 2.9727 1.5000 14.1241 14.1241
6162 90.9612 90.9468 30.0000 9.3000 9.2303 9.2303 1.3000 5.7208 5.7208 2.0000 14.9511 14.9511
6465 89.7117 89.6733 32.0000 40.4000 11.9351 11.9351 11.2000 4.2235 4.2235 2.0000 16.1586 16.1586
6566 89.6733 89.6550 35.0000 10.3000 4.8104 4.8104 5.7000 14.7683 14.7683 6.5000 19.5787 19.5787
6667 89.6550 89.6436 50.0000 30.2000 26.7404 26.7404 6.0000 12.5863 12.5863 3.0000 39.3267 39.3267
L595 90.9468 90.9467 6.0000 13.9000 13.8295 13.8295 2.9000 28.0112 28.0112 20.0000 41.8407 41.8407
5556ova 99.9975 99.5469 16.0000 9.2000 0.0981 0.0981 0.1000 2.3676 2.3676 3.7000 2.4658 2.4658
5663ova 99.5407 98.1405 83.0000 9.2000 0.0937 0.0937 0.1000 3.7007 3.7007 3.7000 3.7944 3.7944
6364ova 97.0562 89.9350 110.0000 9.9000 9.8023 9.8023 9.8000 0.0023 0.0023 0.0000 9.8047 9.8047
6264ova 90.9467 90.9005 10.0000 31.1000 2.0873 2.0873 0.0000 12.7890 12.7890 10.7000 14.8763 14.8763
6768ova 89.6436 89.5803 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 1.0117 1668.4414 0.9850 5.4664 ## N1 102.8300 103.5778
L2 1.0071 1671.2295 0.8688 6.5200 ## N2 101.7100 102.2977
L3 0.9988 1673.3535 0.5531 28.6480 ## N3 100.3800 101.0528
L4 1.9211 3159.5432 0.6483 47.2039 ## N4 99.4600 100.3579
L5 1.9111 3167.1210 0.6825 27.3575 ## N5 99.0400 99.8959
L6 1.9218 3168.2506 0.4999 39.3916 ## N6 98.8600 99.5533
L7 1.9283 3167.5221 0.1847 111.3388 ## N7 98.3300 The text continues on section 5.