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e1y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:19.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 23.0000 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 1635 421 N55#2 1586 390 N56#1 1196 360
N56#2 1564 392 N58#1 1204 360 N58#2 1581 391
N59#1 1224 360 N59#2 1612 388 N61#1 1220 360
N61#2 1611 389 N1#1 1200 360 N1#2 1766 526
N4#1 1092 360 N4#2 2096 620 N8#1 1144 332
N8#2 2303 681 N13#1 1196 360 N13#2 2236 668
N25#1 1204 360 N25#2 1585 391 N28#1 1216 360
N28#2 1532 396 N29#1 1196 360 N29#2 1747 513
N30#1 1196 360 N30#2 2292 720 N31#1 1200 360
N31#2 2266 682 N32#1 1220 360 N32#2 1208 360
N33#1 1220 360 N33#2 1610 390 N36#1 1220 360
N36#2 1611 389 N42#1 1204 360 N42#2 1585 391
N44#1 1204 360 N44#2 1593 391 N45#1 1208 360
N45#2 1556 392 N47#1 626 154 N47#2 1527 393
N48#1 1160 360 N48#2 1521 395 N50#1 1192 360
N50#2 1614 386 N52#1 1224 360 N52#2 1607 389
N63#1 1212 360 N63#2 1610 390 N64#1 1200 360
N64#2 1581 391 N66#1 1196 360 N66#2 1572 392
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 23.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 9.453000E+03 23.000
Total Infiltration 2.237130E+02 0.544
Total Evaporation 4.330609E+00 0.011
Surface Runoff from Watersheds 9.087807E+03 22.111
Total Water remaining in Surface Storage 1.445902E+02 0.352
Infiltration over the Pervious Area... 2.237130E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 9.460441E+03 23.018
Total Precipitation + Initial Storage. 9.453000E+03 23.000
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............... -0.0787
****************************************************
* 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.............. 9.087807E+03 22.111
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.................. 9.078991E+03 22.090
Initial Storage + Inflow.................... 9.087807E+03 22.111
Final Storage + Outflow + Diverted GW....... 9.078991E+03 22.090
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0971
##################################################
# 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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 21.88609 22.04189 0.00000 21.98069 0.00000 22.00626
Total Losses (mm)...... 0.88948 0.88314 0.00000 0.88670 0.00000 0.88549
Remaining Depth (mm)... 0.22443 0.07497 0.00000 0.13261 0.00000 0.10825
Peak Runoff Rate (cms). 0.09063 0.13379 0.00000 0.03901 0.00000 0.08523
Total Impervious Area
---------------------
Total Runoff Depth (mm) 23.08714 23.05484 22.95509 23.02207 22.96656 23.03224
Peak Runoff Rate (cms). 0.00179 0.00018 0.05219 0.00006 0.10832 0.00013
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 23.08714 23.05484 22.95509 23.02207 22.96656 23.03224
Peak Runoff Rate (cms). 0.00179 0.00018 0.05219 0.00006 0.10832 0.00013
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) 21.89810 22.04290 22.95509 21.98173 22.96656 22.00729
Peak Runoff Rate (cms). 0.09242 0.13398 0.05219 0.03907 0.10832 0.08536
Unit Runoff (mm/hr).... 55.91445 79.72771 90.22066 67.54331 93.62189 72.06165
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.10029 0.00000 22.08359 0.00000 21.92834
Total Losses (mm)...... 0.00000 0.87479 0.00000 0.87824 0.00000 0.88847
Remaining Depth (mm)... 0.00000 0.02492 0.00000 0.03817 0.00000 0.18319
Peak Runoff Rate (cms). 0.00000 0.03451 0.00000 0.05021 0.00000 0.34708
Total Impervious Area
---------------------
Total Runoff Depth (mm) 23.01024 23.10657 23.00049 23.07543 22.95625 23.06295
Peak Runoff Rate (cms). 0.03491 0.00004 0.05704 0.00006 0.05738 0.06963
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 23.01024 23.10657 23.00049 23.07543 22.95625 23.06295
Peak Runoff Rate (cms). 0.03491 0.00004 0.05704 0.00006 0.05738 0.06963
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) 23.01024 22.10130 23.00049 22.08458 22.95625 22.04180
Peak Runoff Rate (cms). 0.03491 0.03455 0.05704 0.05027 0.05738 0.41672
Unit Runoff (mm/hr).... 105.58952 96.48729 103.53185 91.24742 90.55747 64.92249
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.02646 0.00000 22.05720 0.00000 22.01454
Total Losses (mm)...... 0.00000 0.88428 0.00000 0.88172 0.00000 0.88503
Remaining Depth (mm)... 0.00000 0.08927 0.00000 0.06108 0.00000 0.10043
Peak Runoff Rate (cms). 0.00000 0.23054 0.00000 0.06839 0.00000 0.17540
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.77242 23.03200 23.01738 23.01931 22.95393 23.02181
Peak Runoff Rate (cms). 0.10686 0.13994 0.01763 0.07154 0.17581 0.13737
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.77242 23.03200 23.01738 23.01931 22.95393 23.02181
Peak Runoff Rate (cms). 0.10686 0.13994 0.01763 0.07154 0.17581 0.13737
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) 22.77242 22.32812 23.01738 22.49015 22.95393 22.36708
Peak Runoff Rate (cms). 0.10686 0.37048 0.01763 0.13994 0.17581 0.31278
Unit Runoff (mm/hr).... 57.89703 85.66012 106.64876 94.06878 89.88480 85.36727
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.01011 0.00000 21.73201 0.00000 21.96626
Total Losses (mm)...... 0.00000 0.88528 0.00000 0.89164 0.00000 0.88727
Remaining Depth (mm)... 0.00000 0.10461 0.00000 0.37635 0.00000 0.14647
Peak Runoff Rate (cms). 0.00000 0.22630 0.00000 0.34569 0.00000 0.36231
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.96716 23.03413 22.99346 23.00020 22.94924 23.06897
Peak Runoff Rate (cms). 0.29200 0.00034 0.03362 0.00086 0.06099 0.06696
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.96716 23.03413 22.99346 23.00020 22.94924 23.06897
Peak Runoff Rate (cms). 0.29200 0.00034 0.03362 0.00086 0.06099 0.06696
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) 22.96716 22.01113 22.99346 21.73328 22.94924 22.07653
Peak Runoff Rate (cms). 0.29200 0.22664 0.03362 0.34654 0.06099 0.42927
Unit Runoff (mm/hr).... 93.80240 72.80564 101.69601 43.83156 88.55156 69.56500
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 18.96095 0.00000 22.00135 0.00000 22.09769
Total Losses (mm)...... 0.00000 0.89333 0.00000 0.88575 0.00000 0.87542
Remaining Depth (mm)... 0.00000 3.14571 0.00000 0.11290 0.00000 0.02689
Peak Runoff Rate (cms). 0.00000 0.10970 0.00000 0.34629 0.00000 0.13175
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.94924 22.98536 22.96372 23.01920 23.00447 0.00000
Peak Runoff Rate (cms). 0.09758 0.09798 0.25555 0.28025 0.14387 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.94924 22.98536 22.96372 23.01920 23.00447 0.00000
Peak Runoff Rate (cms). 0.09758 0.09798 0.25555 0.28025 0.14387 0.00407
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) 22.94924 19.36339 22.96372 22.35760 23.00447 22.09769
Peak Runoff Rate (cms). 0.09758 0.20768 0.25555 0.62653 0.14387 0.13175
Unit Runoff (mm/hr).... 88.55156 21.05818 92.76589 83.61555 104.45183 95.65350
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.06517 0.00000 22.08882 0.00000 22.01975
Total Losses (mm)...... 0.00000 0.88084 0.00000 0.87730 0.00000 0.88471
Remaining Depth (mm)... 0.00000 0.05399 0.00000 0.03388 0.00000 0.09553
Peak Runoff Rate (cms). 0.00000 0.09679 0.00000 0.09455 0.00000 0.13777
Total Impervious Area
---------------------
Total Runoff Depth (mm) 23.00453 23.07859 23.00049 23.08428 22.96947 23.03937
Peak Runoff Rate (cms). 0.11799 0.00012 0.10268 0.00011 0.17443 0.00020
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 23.00453 23.07859 23.00049 23.08428 22.96947 23.03937
Peak Runoff Rate (cms). 0.11799 0.00012 0.10268 0.00011 0.17443 0.00020
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 23.00453 22.06618 23.00049 22.08982 22.96947 22.02077
Peak Runoff Rate (cms). 0.11799 0.09691 0.10268 0.09467 0.17443 0.13798
Unit Runoff (mm/hr).... 104.46477 85.80380 103.53185 92.87551 94.50440 74.75527
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.03402 0.00000 21.96658 0.00000 21.92038
Total Losses (mm)...... 0.00000 0.88375 0.00000 0.88726 0.00000 0.88868
Remaining Depth (mm)... 0.00000 0.08223 0.00000 0.14617 0.00000 0.19094
Peak Runoff Rate (cms). 0.00000 0.06855 0.00000 0.06648 0.00000 0.07159
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.97253 23.04870 22.97917 23.01784 23.06820 23.01000
Peak Runoff Rate (cms). 0.08150 0.00010 0.03491 0.00011 0.00299 0.00013
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.97253 23.04870 22.97917 23.01784 23.06820 23.01000
Peak Runoff Rate (cms). 0.08150 0.00010 0.03491 0.00011 0.00299 0.00013
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) 22.97253 22.03503 22.97917 21.96763 23.06820 21.92147
Peak Runoff Rate (cms). 0.08150 0.06865 0.03491 0.06659 0.00299 0.07172
Unit Runoff (mm/hr).... 95.43950 77.87514 97.47780 65.32987 108.50677 59.17156
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 21.77957 0.00000 22.13026 0.00000 22.07284
Total Losses (mm)...... 0.00000 0.89114 0.00000 0.86254 0.00000 0.87987
Remaining Depth (mm)... 0.00000 0.32929 0.00000 0.00720 0.00000 0.04729
Peak Runoff Rate (cms). 0.00000 0.21715 0.00000 0.01721 0.00000 0.04358
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.88218 23.00102 22.93312 23.38763 23.01208 23.08883
Peak Runoff Rate (cms). 0.34250 0.00051 0.25293 0.00002 0.04959 0.00005
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.88218 23.00102 22.93312 23.38763 23.01208 23.08883
Peak Runoff Rate (cms). 0.34250 0.00051 0.25293 0.00002 0.04959 0.00005
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 22.88218 21.78079 22.93312 22.13152 23.01208 22.07385
Peak Runoff Rate (cms). 0.34250 0.21765 0.25293 0.01723 0.04959 0.04364
Unit Runoff (mm/hr).... 73.13360 46.75055 84.23491 104.25263 105.89902 88.00782
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).... 23.00000 23.00000 23.00000 23.00000 23.00000 23.00000
Max Intensity (mm/hr).. 107.64000 107.64000 107.64000 107.64000 107.64000 107.64000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 22.06148 0.00000 22.00422 0.00000 21.98449
Total Losses (mm)...... 0.00000 0.88126 0.00000 0.88560 0.00000 0.88654
Remaining Depth (mm)... 0.00000 0.05726 0.00000 0.11018 0.00000 0.12897
Peak Runoff Rate (cms). 0.00000 0.10030 0.00000 0.14786 0.00000 0.22312
Total Impervious Area
---------------------
Total Runoff Depth (mm) 22.98963 23.07416 22.95825 23.03129 22.95276 23.02336
Peak Runoff Rate (cms). 0.11641 0.00013 0.18580 0.00023 0.29603 0.00036
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 22.98963 23.07416 22.95825 23.03129 22.95276 23.02336
Peak Runoff Rate (cms). 0.11641 0.00013 0.18580 0.00023 0.29603 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) 22.98963 22.06249 22.95825 22.00524 22.95276 21.98553
Peak Runoff Rate (cms). 0.11641 0.10043 0.18580 0.14809 0.29603 0.22348
Unit Runoff (mm/hr).... 100.61149 84.78003 91.14128 71.67413 89.54991 68.17185
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
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| |
| |
| |
| |
| |
| |
| |
160.000 = =
| |
| |
| |
| |
| |
| |
| |
| |
| |
120.000 = =
| |
| |
RAINFALL | ################## |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = # # =
| ################# # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
40.000 # # =
# # |
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 12.4191 31.0478 760.0000
N2 9.7301 24.3254 0.0000
N3 43.2244 50.0000 0.0000
N4 27.9243 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 27.2076 50.0000 0.0000
N12 26.7394 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 42.6766 50.0000 0.0000
N15 9.9326 24.8316 0.0000
N24 16.3114 40.7786 0.0000
N25 36.7952 50.0000 0.0000
N26 37.2491 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 44.2054 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 38.9394 50.0000 0.0000
N35 42.1987 50.0000 0.0000
N36 42.4313 50.0000 0.0000
N37 34.4021 50.0000 0.0000
N38 34.5405 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 27.4944 50.0000 0.0000
N42 20.5074 50.0000 0.0000
N43 44.3367 50.0000 0.0000
N44 45.1652 50.0000 0.0000
N45 46.3179 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 50.0000 50.0000 0.0000
N47 50.0000 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N53 30.0292 50.0000 0.0000
N54 27.4078 50.0000 0.0000
N55 0.8189 2.0472 1010.0000
N56 1.2531 3.1327 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 50.0000 50.0000 0.0000
N62 50.0000 50.0000 0.0000
N63 4.9494 12.3734 19820.0000
N64 34.0571 50.0000 0.0000
N65 42.7934 50.0000 0.0000
N66 36.7146 50.0000 0.0000
N67 13.2226 33.0566 0.0000
N68 10.2465 25.6163 0.0000
D1 20.6375 50.0000 0.0000
The junction requiring the smallest time step was...N63
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 4.3184 4.3184 12.4504 0.0833 0.0043 0.0412 Normal Soln
L2 4.9023 4.9023 15.2824 0.0000 0.0040 0.0300 Normal Soln
L3 7.3915 7.3915 36.0404 0.0000 0.0054 0.0439 Normal Soln
L4 6.8297 6.8297 30.2360 0.0000 -0.0062 0.1250 Normal Soln
L5 4.2173 4.2173 21.1767 0.0000 0.0051 0.1758 Normal Soln
L6 4.2580 4.2580 37.0616 0.0000 0.0068 0.0285 Normal Soln
L7 3.7864 3.7864 50.0000 7.2500 0.0123 0.0233 Normal Soln
L8 3.1681 3.1681 50.0000 252.0000 0.0207 0.0342 Normal Soln
L9 6.9966 6.9966 30.8951 0.0000 0.0082 0.3640 Normal Soln
L10 4.3693 4.3693 49.9111 7.3333 0.0087 0.0087 Normal Soln
L11 6.4088 6.4088 50.0000 0.0000 -0.0314 0.0312 Normal Soln
L12 5.3942 5.3942 50.0000 0.0000 0.0409 0.0253 Normal Soln
L13 5.7986 5.7986 50.0000 0.0000 0.0439 0.0646 Normal Soln
L14 5.0986 5.0986 22.0180 0.0000 0.0768 0.7522 Normal Soln
L15 6.1896 6.1896 28.6901 0.0000 0.0310 0.0672 Normal Soln
L24 9.6059 9.6059 34.4996 0.0000 0.0385 0.0590 Normal Soln
L25 6.8076 6.8076 30.7408 0.0000 0.0263 0.0362 Normal Soln
L26 5.5819 5.5819 19.2889 0.0000 0.0312 0.0878 Normal Soln
L27 5.5730 5.5730 19.7463 0.0000 0.0304 0.0084 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0034 0.0048 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.0396 0.0131 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0050 0.0144 Normal Soln
L31 38.9797 38.9797 50.0000 0.0000 0.0135 0.0324 Normal Soln
L32 8.0881 8.0881 28.5931 0.0000 0.0102 0.2690 Normal Soln
L33 7.3477 7.3477 30.6384 0.0000 -0.0020 0.0336 Normal Soln
L34 7.8049 7.8049 50.0000 0.0000 0.0104 0.1182 Normal Soln
L35 9.6161 9.6161 31.4515 0.0000 0.0281 0.0205 Normal Soln
L36 6.2749 6.2749 12.4231 0.0000 0.0226 0.0053 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.8885 9.8885 49.7028 0.0000 0.0147 0.0123 Normal Soln
L38 5.1227 5.1227 17.9401 0.0000 0.0322 0.3099 Normal Soln
L39 3.6975 3.6975 15.8610 0.0000 -0.0376 0.0286 Normal Soln
L41 20.9472 20.9472 50.0000 0.0000 0.0248 0.2594 Normal Soln
4243 24.1417 24.1417 50.0000 0.0000 0.0201 0.1125 Normal Soln
4344 20.0147 20.0147 50.0000 0.0000 0.0172 0.0999 Normal Soln
6869 7.1219 7.1219 48.5157 0.0000 0.0111 0.1320 Normal Soln
4445 12.8135 12.8135 50.0000 0.0000 -0.0375 0.0737 Normal Soln
4546 9.1135 9.1135 23.8105 0.0000 0.0229 0.0672 Normal Soln
4647 6.5788 6.5788 23.1099 0.0000 0.0195 0.3317 Normal Soln
4754 11.6151 11.6151 34.8601 0.0000 0.0190 0.0944 Normal Soln
4849 6.4268 6.4268 17.8111 0.0000 0.0038 0.0163 Normal Soln
4950 3.3361 3.3361 15.1170 0.0000 0.0038 0.0127 Normal Soln
5051 9.9762 9.9762 27.4688 0.0000 0.0053 0.0236 Normal Soln
5152 3.0131 3.0131 12.6011 0.0000 0.0054 0.0191 Normal Soln
5253 8.7768 8.7768 21.0324 0.0000 -0.0072 0.0268 Normal Soln
5354 14.4031 14.4031 50.0000 0.0000 -0.0196 0.0154 Normal Soln
5462 4.4068 4.4068 44.2389 0.0000 0.0243 0.0426 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 12.3064 12.3064 34.6869 0.0000 0.0021 0.0205 Normal Soln
5960 12.5196 12.5196 31.4313 0.0000 -0.0021 0.0191 Normal Soln
6061 12.1824 12.1824 50.0000 0.0000 0.0017 0.0097 Normal Soln
6162 11.7421 11.7421 23.4237 0.0000 0.0030 0.0082 Normal Soln
6465 12.2512 12.2512 35.3020 0.0000 0.0183 0.0870 Normal Soln
6566 13.3774 13.3774 50.0000 0.0000 -0.0402 0.1160 Normal Soln
6667 18.4558 18.4558 50.0000 0.0000 0.0094 0.1195 Normal Soln
L595 1.9610 1.9610 44.2495 0.0000 0.0318 0.1048 Normal Soln
5556ova 14.8545 14.8545 29.9374 0.0000 -0.0005 0.0039 Normal Soln
5556unda 3.1984 3.1984 8.4679 0.0000 -0.0075 1.8616 Normal Soln
5663ova 50.0000 50.0000 50.0000 0.0000 0.0009 0.0150 Normal Soln
5663und 15.4818 15.4818 39.1740 0.0000 0.0041 2.2441 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6364und 17.1793 17.1793 28.9740 0.0000 -0.1888 38.3067 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.7209 1.7209 4.6981 26.6667 -0.0063 1.0242 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.8507 1.8507 5.8446 66.6667 0.0047 0.8807 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...................................6364und
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.06 / 97.56/ N32/ 0.13 / 94.93/
N33/ 0.00 / 97.51/ N34/ 0.05 / 94.12/ N35/ 0.12 / 94.09/
N36/ 0.05 / 93.03/ N37/ 0.04 / 92.35/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.11 / 90.76/ N44/ 0.07 / 90.07/ N45/ 0.12 / 89.82/
N69/ 0.06 / 87.74/ N46/ 0.12 / 89.46/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.11 / 88.74/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.37 / 87.98/ N68/ 0.08 / 87.92/
D1/ 0.04 / 88.79/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.01 / L39/ -0.01 / L41/ 0.01 /
4243/ 0.01*/ 4344/ 0.01 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02*/ 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02*/
6566/ 0.02*/ 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02*/ 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.07 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.04 / L31/ 0.07 / L32/ 0.20 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.22 /
L36/ 0.34 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.06 / L39/ -0.04 / L41/ 0.12 /
4243/ 0.18 / 4344/ 0.21 / 6869/ 0.10 /
4445/ 0.10 / 4546/ 0.34 / 4647/ 0.11 /
4754/ 0.20 / 4849/ 0.05 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.32 /
6566/ 0.15 / 6667/ 0.03 / L595/ 0.05 /
5556ova/ 0.00 / 5556unda/ 0.28 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.29 / 6768ova/ 0.00 /
6768und/ 0.47 /
Conduit/ Width
L1/ 0.08 / L2/ 0.09 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.90 /
L10/ 5.84 / L11/ 10.38 / L12/ 12.58 /
L13/ 13.18 / L14/ 0.45 / L15/ 4.16 /
L24/ 0.88 / L25/ 1.15 / L26/ 0.87 /
L27/ 1.36 / L28/ 0.18 / L29/ 0.38 /
L30/ 1.91 / L31/ 1.82 / L32/ 0.73 /
L33/ 0.06 / L34/ 3.63 / L35/ 0.63 /
L36/ 0.39 / W2637/ 0.00 / L37/ 1.58 /
L38/ 2.18 / L39/ 2.31 / L41/ 1.91 /
4243/ 1.36 / 4344/ 1.25 / 6869/ 1.96 /
4445/ 2.21 / 4546/ 0.66 / 4647/ 2.11 /
4754/ 1.32 / 4849/ 0.21 / 4950/ 0.46 /
5051/ 0.24 / 5152/ 0.46 / 5253/ 0.19 /
5354/ 1.13 / 5462/ 2.30 / 5657/ 0.00 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.36 / 6162/ 0.04 / 6465/ 0.80 /
6566/ 1.22 / 6667/ 4.03 / L595/ 4.42 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.07 /
5663und/ 0.15 / 6364ova/ 0.00 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.53 / 6768ova/ 0.00 /
6768und/ 0.49 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.06 / N32/ 0.13 /
N33/ 0.00 / N34/ 3.05 / N35/ 0.12 /
N36/ 0.05 / N37/ 0.05 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.11 / N44/ 0.07 / N45/ 0.12 /
N69/ 0.06 / N46/ 0.13 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.13 /
N66/ 0.21 / N67/ 0.37 / N68/ 0.09 /
D1/ 0.04 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.44 / N32/ 15.07 /
N33/ 12.49 / N34/ 15.88 / N35/ 15.91 /
N36/ 16.97 / N37/ 17.65 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.24 / N44/ 19.93 / N45/ 20.18 /
N69/ 22.26 / N46/ 20.54 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.26 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.02 / N68/ 11.08 /
D1/ 21.21 /
Junction/ Max Volume
N1/ 0.56 / N2/ 0.44 / N3/ 0.50 /
N4/ 0.69 / N5/ 0.64 / N6/ 0.62 /
N7/ 1.16 / N8/ 1.69 / N9/ 2.12 /
N10/ 1.81 / N11/ 0.87 / N12/ 1.47 /
N13/ 2.07 / N14/ 2.62 / N15/ 0.29 /
N24/ 0.50 / N25/ 0.42 / N26/ 0.70 /
N27/ 0.40 / N28/ 0.19 / N29/ 0.25 /
N30/ 0.23 / N31/ 0.45 / N32/ 0.72 /
N33/ 0.30 / N34/ 0.69 / N35/ 0.76 /
N36/ 0.49 / N37/ 0.60 / N38/ 0.89 /
N39/ 0.84 / N41/ 0.81 / N42/ 0.83 /
N43/ 0.81 / N44/ 0.64 / N45/ 0.87 /
N69/ 1.01 / N46/ 0.84 / N47/ 0.74 /
N48/ 0.25 / N49/ 0.24 / N50/ 0.30 /
N51/ 0.25 / N52/ 0.38 / N53/ 0.34 /
N54/ 0.69 / N55/ 0.98 / N56/ 1.07 /
N57/ 0.00 / N58/ 0.09 / N59/ 0.13 /
N60/ 0.08 / N61/ 0.35 / N62/ 0.95 /
N63/ 0.27 / N64/ 0.82 / N65/ 1.06 /
N66/ 1.32 / N67/ 1.48 / N68/ 1.01 /
D1/ 1.12 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.32 / L9/ 0.03 /
L10/ 2.57 / L11/ 4.96 / L12/ 9.54 /
L13/ 11.72 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.14 / L31/ 0.11 / L32/ 0.04 /
L33/ 0.00 / L34/ 0.22 / L35/ 0.04 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.35 / L41/ 0.11 /
4243/ 0.08 / 4344/ 0.07 / 6869/ 0.18 /
4445/ 0.14 / 4546/ 0.04 / 4647/ 0.14 /
4754/ 0.08 / 4849/ 0.01 / 4950/ 0.02 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.09 / 5462/ 0.17 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.05 /
6566/ 0.11 / 6667/ 0.63 / L595/ 0.33 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.32 / L5/ 5.61 / L6/ 18.79 /
L7/ 69.43 / L8/ 143.23 / L9/ 0.29 /
L10/ 25.72 / L11/ 81.82 / L12/ 157.45 /
L13/ 205.12 / L14/ 0.25 / L15/ 3.87 /
L24/ 0.68 / L25/ 0.92 / L26/ 0.78 /
L27/ 2.04 / L28/ 1.63 / L29/ 4.36 /
L30/ 21.52 / L31/ 9.71 / L32/ 0.89 /
L33/ 0.01 / L34/ 3.90 / L35/ 0.88 /
L36/ 0.48 / W2637/ 0.00 / L37/ 3.71 /
L38/ 3.17 / L39/ 3.51 / L41/ 6.10 /
4243/ 4.81 / 4344/ 3.42 / 6869/ 3.62 /
4445/ 4.74 / 4546/ 1.11 / 4647/ 2.88 /
4754/ 2.42 / 4849/ 0.11 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.15 /
5354/ 2.75 / 5462/ 2.06 / 5657/ 0.00 /
5758/ 0.16 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.12 / 6162/ 0.04 / 6465/ 1.69 /
6566/ 3.91 / 6667/ 31.27 / L595/ 1.98 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.54 /
6264ova/ 0.00 / 6264und/ 0.52 / 6768ova/ 0.00 /
6768und/ 0.33 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.03 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.04 / L35/ 0.04 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.05 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.05 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.14 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.56 L31/ 97.56/ 94.93 L32/ 94.93/ 94.12/
L33/ 97.51/ 97.12 L34/ 94.12/ 94.09 L35/ 94.09/ 93.03/
L36/ 93.03/ 92.35 W2637/ 92.35/ 92.35 L37/ 92.35/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.76 4344/ 90.76/ 90.07 6869/ 87.92/ 87.74/
4445/ 90.07/ 89.82 4546/ 89.82/ 89.46 4647/ 89.46/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.74/ 88.21/
6566/ 88.21/ 87.99 6667/ 87.99/ 87.98 L595/ 88.93/ 88.79/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.74/ 88.74 6364und/ 95.75/ 88.74/
6264ova/ 88.74/ 88.74 6264und/ 88.79/ 88.74 6768ova/ 87.92/ 87.92/
6768und/ 87.98/ 87.92
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 14071
Total number of time steps during simulation.... 9294
Ratio of actual # of time steps / NTCYC......... 2.151
Average number of iterations per time step...... 1.514
Average time step size(seconds)................ 2.324
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.232
Average minimum implicit time step (sec)........ 3.145
Average minimum junction time step (sec)........ 3.145
Average Courant Factor Tf....................... 3.145
Number of times omega reduced................... 301
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.15 10689 1 12 1 0 0
N2 0 1.16 10826 4 8 0 0 0
N3 0 1.14 10612 0 8 0 0 0
N4 0 1.18 11009 0 5 0 0 0
N5 0 1.32 12288 0 12 1 0 0
N6 0 1.57 14553 0 8 0 0 0
N7 0 2.45 22747 0 13 15 0 0
N8 0 3.29 30585 118 17 81 0 0
N9 0 2.57 23842 27 13 35 0 0
N10 0 1.15 10707 0 7 0 0 0
N11 0 1.79 16682 0 31 1 1 0
N12 0 2.62 24308 0 9 0 0 0
N13 0 3.02 28034 0 8 0 0 0
N14 0 2.45 22751 5 10 1 0 0
N15 0 1.14 10617 0 8 0 0 0
N24 0 1.14 10624 0 14 1 0 0
N25 0 1.18 10980 0 6 0 0 0
N26 0 1.24 11550 1 10 1 0 0
N27 0 1.22 11313 0 6 0 0 0
N28 0 1.06 9829 0 5 0 0 0
N29 0 1.14 10563 0 13 1 0 0
N30 0 1.18 10935 0 14 1 0 0
N31 0 1.09 10099 0 15 2 0 0
N32 0 1.15 10702 0 7 0 0 0
N33 0 1.13 10468 0 7 0 0 0
N34 0 1.20 11173 1 6 0 0 0
N35 0 1.26 11707 0 6 0 0 0
N36 0 1.12 10430 0 6 0 0 0
N37 0 1.19 11073 0 7 0 0 0
N38 0 1.23 11452 0 19 1 0 0
N39 0 1.17 10896 0 9 0 0 0
N41 0 1.24 11527 0 9 0 0 0
N42 0 1.20 11158 2 18 1 0 0
N43 0 1.24 11485 0 6 0 0 0
N44 0 1.18 10985 0 6 0 0 0
N45 0 1.19 11049 0 6 0 0 0
N69 0 1.20 11168 1 8 0 0 0
N46 0 1.19 11056 0 6 0 0 0
N47 0 1.19 11031 0 6 0 0 0
N48 0 1.12 10393 0 5 0 0 0
N49 0 1.19 11087 0 7 0 0 0
N50 0 1.18 10997 0 6 0 0 0
N51 0 1.21 11210 0 6 0 0 0
N52 0 1.23 11445 0 6 0 0 0
N53 0 1.39 12912 0 6 0 0 0
N54 0 1.49 13835 2 16 1 0 0
N55 0 1.09 10163 2 14 1 0 0
N56 0 1.15 10658 0 10 1 0 0
N57 0 1.00 9294 0 1 0 0 0
N58 0 1.09 10105 0 5 0 0 0
N59 0 1.13 10473 1 7 0 0 0
N60 0 1.16 10768 0 6 0 0 0
N61 0 1.13 10479 0 5 0 0 0
N62 0 1.94 18005 0 13 1 0 0
N63 0 1.46 13572 86 19 134 0 0
N64 0 1.33 12404 2 13 50 0 0
N65 0 1.15 10715 0 6 0 0 0
N66 0 1.17 10919 0 6 0 0 0
N67 0 1.21 11222 0 6 0 0 0
N68 0 1.16 10771 0 6 0 0 0
D1 0 1.71 15882 48 8 0 0 0
Total number of iterations for all junctions.. 780812
Minimum number of possible iterations......... 566934
Efficiency of the simulation.................. 1.38
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 103.3898 0 15 0.0000 6.6102 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.1511 0 15 0.0000 7.8489 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.8845 0 15 0.0000 9.1155 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.1492 0 15 0.0000 9.8508 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.6840 0 15 0.0000 10.3160 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.4819 0 16 0.0000 10.5181 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.4858 0 16 0.0000 10.5142 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.4864 0 16 0.0000 10.5136 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.4865 0 16 0.0000 10.5135 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8064 0 16 0.0000 11.1936 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5713 0 15 0.0000 12.4287 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5716 0 15 0.0000 12.4284 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5715 0 15 0.0000 12.4285 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5717 0 16 0.0000 12.4283 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.7482 0 16 0.0000 15.2518 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5283 0 16 0.0000 15.4717 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0144 0 17 0.0000 15.9856 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.5531 0 17 0.0000 16.4469 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1369 0 17 0.0000 16.8631 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.6876 0 16 0.0000 9.3124 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.7535 0 17 0.0000 6.2465 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7339 0 21 0.0000 4.2661 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 97.9543 0 19 0.0000 12.0457 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.5155 0 20 0.0000 14.4845 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8060 0 15 0.0000 12.1940 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.7648 0 20 0.0000 15.2352 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7271 0 20 0.0000 15.2729 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.4699 0 20 0.0000 16.5301 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 92.9098 0 19 0.0000 17.0902 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 92.8896 0 19 0.0000 17.1104 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.8196 0 19 0.0000 17.1804 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.6939 0 20 0.0000 17.3061 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.3113 0 21 0.0000 17.6887 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.4580 0 24 0.0000 18.5420 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.6414 0 25 0.0000 19.3586 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.5739 0 25 0.0000 19.4261 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.6921 0 39 0.0000 21.3079 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.1780 0 25 0.0000 19.8220 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.0558 0 25 0.0000 9.9442 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8331 0 15 0.0000 8.1669 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6454 0 15 0.0000 8.3546 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6288 0 15 0.0000 8.3712 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.3242 0 15 0.0000 8.6758 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3096 0 15 0.0000 8.6904 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 89.8739 0 30 0.0000 9.1261 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 89.8736 0 31 0.0000 9.1264 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9002 0 15 0.0000 10.0998 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.4721 0 16 0.0000 10.5279 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5324 0 15 0.0000 6.4676 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7317 0 15 0.0000 7.2683 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2440 0 15 0.0000 7.7560 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8451 0 15 0.0000 8.1549 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 89.8706 0 31 0.0000 9.1294 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 96.0218 0 15 0.0000 2.9782 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.4475 0 30 0.0000 9.5525 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.1370 0 38 0.0000 9.8630 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.0965 0 39 0.0000 9.9035 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.0862 0 39 0.0000 9.9138 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.8522 0 39 0.0000 10.1478 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 89.8702 0 31 0.0000 20.1298 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 0.4733 0 15 0.8433 0 15 0.0199 103.3896 102.1511 .2798 .2205
L2 31.3792 2.1255 2000.000 0.4703 0 15 0.7204 0 15 0.0150 102.1510 100.8845 .2205 .2522
L3 21.1637 1.3610 2000.000 0.4643 0 15 0.4439 0 15 0.0219 100.8845 100.1492 .2522 .3446
L4 14.8201 1.0611 2000.000 0.9171 0 15 0.5292 0 15 0.0619 100.1492 99.6840 .3446 .3220
L5 14.1212 0.8828 2000.000 0.9088 0 15 0.4723 0 15 0.0644 99.6840 99.4819 .3220 .3110
L6 107.6004 6.2330 2000.000 0.9048 0 15 0.2753 0 15 0.0084 99.4819 99.4858 .3110 .5779
L7 212.9831 7.4760 2500.000 0.8980 0 15 0.0954 0 15 0.0042 99.4858 99.4864 .4623 .6745
L8 226.7844 7.2108 2500.000 1.0101 0 15 0.0544 0 15 0.0045 99.4864 99.4865 .6746 .8466
L9 5.4768 0.2939 750.0000 0.9905 0 16 0.3243 0 16 0.1808 99.4865 99.3536 .3553 .1915
L10 230.8083 6.4972 2000.000 0.9904 0 16 0.2004 0 16 0.0043 98.8064 97.5713 .0532 .4357
L11 134.5580 5.4511 2000.000 0.9994 0 16 0.1160 0 16 0.0074 97.5713 97.5716 .4357 .7358
L12 167.9513 6.1303 2500.000 1.0054 0 16 0.0734 0 16 0.0060 97.5716 97.5715 .5886 .8286
L13 106.1819 4.1066 2750.000 1.3917 0 15 0.0852 0 15 0.0131 97.5715 97.5717 .7533 .9533
L14 3.7006 0.2681 800.0000 1.3927 0 16 0.4542 0 50 0.3764 97.5717 97.5184 .5396 .4855
L15 41.4767 1.7799 1500.000 1.3899 0 16 0.4604 0 14 0.0335 94.7482 94.5283 .1921 .3322
L24 46.8109 1.7908 2000.000 1.3795 0 16 0.5798 0 16 0.0295 94.5283 94.0144 .2492 .2122
L25 97.5504 2.8662 2500.000 1.7677 0 17 0.5207 0 16 0.0181 94.0144 93.5531 .1698 .2812
L26 39.8090 1.2386 3000.000 1.7483 0 17 0.7776 0 17 0.0439 93.5531 93.1369 .2344 .1323
L27 416.5903 6.9969 3500.000 1.7460 0 17 0.7343 0 17 0.0042 93.1369 92.8896 .1134 .2542
L28 142.9406 2.4129 2000.000 0.3448 0 17 0.5079 0 15 0.0024 120.6876 113.7535 .0938 .1268
L29 111.2914 2.2238 2000.000 0.7155 0 18 0.7455 0 19 0.0064 113.7535 105.7339 .1268 .1170
L30 121.4510 2.4983 2000.000 0.8799 0 21 0.5064 0 21 0.0072 105.7339 97.9543 .1170 .2271
L31 81.3908 1.8198 2000.000 1.3231 0 19 0.4780 0 18 0.0163 97.9543 95.5155 .2271 .3578
L32 10.6189 1.0497 1500.000 1.4264 0 20 0.7372 0 20 0.1343 95.5155 94.7648 .4770 .4632
L33 13.2107 0.8025 900.0000 0.2106 0 15 0.3264 0 16 0.0159 97.8060 97.2717 .3289 .1686
L34 27.1462 0.7567 2000.000 1.5201 0 19 0.2096 0 19 0.0560 94.7648 94.7271 .3474 .3786
L35 151.1332 2.3985 2800.000 1.5262 0 20 0.6836 0 13 0.0101 94.7271 93.4699 .2704 .1750
L36 604.2278 7.2058 3400.000 1.5983 0 20 1.4509 0 16 0.0026 93.4699 92.9098 .1441 .1764
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 92.9098 92.9098 .0000 .0000
L37 268.7941 4.1638 3600.000 1.6216 0 21 0.4741 0 14 0.0060 92.9098 92.8896 .1666 .2471
L38 20.3679 0.8611 2000.000 3.1441 0 19 0.7812 0 17 0.1544 92.8896 92.8196 .4448 .4198
L39 220.6626 2.1612 4000.000 -3.1326 0 19 -0.6305 0 17 -0.0142 92.8196 92.6939 .1599 .1785
L41 24.3580 0.8853 2000.000 3.1207 0 20 0.4890 0 18 0.1281 92.6939 92.3113 .4069 .4156
4243 57.3946 1.4914 2000.000 3.2315 0 22 0.6434 0 20 0.0563 92.3113 91.4580 .4156 .4040
4344 63.4676 1.7564 2000.000 3.1764 0 24 0.7348 0 22 0.0500 91.4580 90.6414 .4040 .3207
6869 43.1813 0.6276 2800.000 2.8572 0 39 0.4122 0 39 0.0662 88.8522 88.6921 .3615 .3615
4445 86.8567 1.9041 2500.000 3.2051 0 25 0.4105 0 25 0.0369 90.6414 90.5739 .2565 .3496
4546 96.3889 3.0307 2500.000 3.2477 0 25 1.0500 0 18 0.0337 90.5739 90.1780 .3496 .3352
4647 19.5453 0.7456 2500.000 3.2489 0 26 0.8654 0 26 0.1662 90.1780 90.0558 .3352 .2943
4754 69.8137 1.6227 2500.000 3.2976 0 26 0.8898 0 24 0.0472 90.0558 89.8736 .2943 .2774
4849 68.7768 2.2981 2000.000 0.5589 0 15 0.6737 0 15 0.0081 90.8331 90.6454 .1265 .1177
4950 88.3261 2.2234 2360.000 0.5586 0 15 0.3969 0 15 0.0063 90.6454 90.6288 .0997 .1266
5051 69.6722 2.5632 2000.000 0.8213 0 15 0.6917 0 15 0.0118 90.6288 90.3242 .1494 .1271
5152 86.0599 3.2001 2000.000 0.8152 0 15 0.4761 0 15 0.0095 90.3242 90.3096 .1271 .1898
5253 70.2593 2.7867 2000.000 0.8935 0 15 0.9524 0 16 0.0127 90.3096 89.8739 .1898 .1720
5354 215.9379 3.0206 2500.000 0.8819 0 16 0.3956 0 15 0.0041 89.8739 89.8736 .1376 .2454
5462 217.9611 2.6925 2500.000 3.2298 0 29 0.2713 1 49 0.0148 89.8736 89.8706 .2454 .3802
5657 69.9273 5.9238 Section 4
400.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 99.2300 .0000 .0000
5758 51.4571 6.0705 500.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 92.5324 .0000 .0000
5859 18.9395 2.2745 1000.000 0.1923 0 15 0.5190 0 15 0.0102 92.5324 91.7317 .0924 .1317
5960 27.1929 2.5298 1000.000 0.2579 0 15 0.5409 0 15 0.0095 91.7317 91.2440 .1317 .0840
6061 52.8129 3.1658 1000.000 0.2555 0 15 0.1708 0 0 0.0048 91.2440 90.8451 .0840 .3451
6162 84.2671 4.7255 2000.000 0.3438 0 15 1.2844 0 12 0.0041 90.8451 89.8706 .1726 .4753
6465 90.4168 2.4565 2400.000 3.4532 0 30 0.9065 0 12 0.0382 89.4475 89.1370 .3406 .4404
6566 57.6108 1.7304 2400.000 3.3073 0 30 0.6988 0 15 0.0574 89.1370 89.0965 .4404 .5485
6667 54.3218 0.8545 2400.000 2.9949 0 33 0.2819 0 8 0.0551 89.0965 89.0862 .5485 .6151
L595 217.9611 2.6925 2500.000 3.2883 0 31 0.1915 0 1 0.0151 89.8706 89.8702 .3803 .4481
5556ova 8.0165 3.7039 500.0000 0.0155 0 15 0.5381 0 15 0.0019 99.9002 99.4721 .1005 .1442
5556unda 0.2730 2.4721 375.0000 0.2095 0 15 1.8938 0 10 0.7671 99.9002 99.4721 2.613 2.672
5663ova 7.0634 3.0050 500.0000 0.0529 0 16 0.6958 0 16 0.0075 99.4721 98.0709 .1442 .1418
5663und 0.2114 1.9145 375.0000 0.2306 0 16 2.1193 0 16 1.0906 99.4721 97.3402 2.859 .9071
6364ova 109.2892 6.1392 1800.000 0.0000 0 0 0.0000 0 0 0.0000 89.4475 89.4475 .0000 .0000
6364und 0.6735 4.2350 450.0000 0.4818 0 15 3.7965 0 15 0.7153 96.0218 89.4475 .6039 1.816
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.4475 89.4475 .0000 .0000
6264und 3.2349 3.4667 1090.000 1.6410 0 31 1.9157 0 31 0.5073 89.8702 89.4475 1.027 .7500
6768ova 22.4678 1.2234 600.0000 0.0000 0 0 0.0000 0 0 0.0000 88.8522 88.8522 .0000 .0000
6768und 3.2349 3.4667 1090.000 1.4289 0 39 1.5399 0 39 0.4417 89.0862 88.8522 1.033 .9286
FREE # 1 Undefnd Undefnd Undefn 2.8572 0 39
*==================================================*
| 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 0.2272 0.5611 0.4218
L2 0.0000 360.0000 0.0000 0.0000 0.2220 0.6548 0.3396
L3 0.0000 360.0000 0.0000 0.0000 0.2780 1.0473 0.2647
L4 0.0000 360.0000 0.0000 0.0000 0.3205 1.7348 0.3521
L5 0.0000 360.0000 0.0000 0.0000 0.3530 1.9255 0.2985
L6 0.0000 360.0000 0.0000 0.0000 0.4036 3.2916 0.2444
L7 0.0000 360.0000 0.0000 0.0000 0.6899 9.4246 0.1352
L8 0.0000 360.0000 0.0000 0.0000 0.9510 18.5909 0.1030
L9 0.0000 0.0000 0.0000 360.0000 0.1203 3.0603 0.0664
L10 0.0000 360.0000 0.0000 0.0000 0.3368 4.9455 0.0979
L11 0.0000 360.0000 0.0000 0.0000 0.5701 8.6292 0.1358
L12 0.0000 360.0000 0.0000 0.0000 0.8608 13.7087 0.1300
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.3380 0.1998
L14 0.0000 0.0000 0.0000 360.0000 0.2130 3.2228 0.1772
L15 0.0000 360.0000 0.0000 0.0000 0.2830 3.4337 0.1594
L24 0.0000 360.0000 0.0000 0.0000 0.2212 2.3797 0.2674
L25 0.0000 360.0000 0.0000 0.0000 0.3304 3.5039 0.2850
L26 0.0000 360.0000 0.0000 0.0000 0.3452 2.2484 0.4276
L27 0.0000 360.0000 0.0000 0.0000 0.3254 2.6021 0.4432
L28 0.0000 360.0000 0.0000 0.0000 0.1584 0.6816 0.1116
L29 0.0000 360.0000 0.0000 0.0000 0.1914 0.9601 0.1790
L30 0.0000 360.0000 0.0000 0.0000 0.2662 1.7425 0.1736
L31 0.0000 360.0000 0.0000 0.0000 0.3169 2.7771 0.2787
L32 0.0000 360.0000 0.0000 0.0000 0.3402 1.9351 0.5179
L33 0.0000 0.0000 0.0000 360.0000 0.0993 0.6452 0.0731
L34 0.0000 360.0000 0.0000 0.0000 0.4171 7.2588 0.1521
L35 0.0000 360.0000 0.0000 0.0000 0.2243 2.4447 0.3871
L36 0.0000 360.0000 0.0000 0.0000 0.2016 1.4457 0.6567
W2637 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0000 360.0000 0.0000 0.0000 0.3734 3.9005 0.3172
L38 0.0000 360.0000 0.0000 0.0000 0.3861 4.2134 0.6473
L39 0.0000 82.3750 277.6250 0.0000 0.4176 4.9930 0.4247
L41 0.0000 360.0000 0.0000 0.0000 0.4468 6.5261 0.3941
4243 0.0000 360.0000 0.0000 0.0000 0.3440 5.0659 0.5207
4344 1.2083 358.7917 0.0000 0.0000 0.3094 4.3326 0.5306
6869 8.6667 351.3333 0.0000 0.0000 0.5746 6.9310 0.4172
4445 0.2083 359.7917 0.0000 0.0000 0.4676 7.8074 0.3110
4546 0.2083 359.7917 0.0000 0.0000 0.2872 3.6448 0.7626
4647 1.1250 358.8750 0.0000 0.0000 0.4526 3.7575 0.6805
4754 0.2083 359.7917 0.0000 0.0000 0.3480 4.1988 0.5729
4849 0.2083 359.7917 0.0000 0.0000 0.1433 0.8294 0.1644
4950 0.2917 359.7083 0.0000 0.0000 0.1966 1.4084 0.1059
5051 0.2083 359.7917 0.0000 0.0000 0.1472 1.1877 0.1910
5152 0.8750 359.1250 0.0000 0.0000 0.2275 1.7121 0.1509
5253 0.2083 359.7917 0.0000 0.0000 0.1469 0.9396 0.2431
5354 0.2083 356.0833 0.0000 3.7083 0.3935 9.2980 0.0566
5462 3.8750 356.1250 0.0000 0.0000 0.6463 17.3570 0.1461
5657 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.2083 359.7917 0.0000 0.0000 0.0889 0.3706 0.0581
5960 0.2083 359.7917 0.0000 0.0000 0.0653 0.4768 0.0583
6061 0.2083 359.7917 0.0000 0.0000 0.1381 1.9645 0.0279
6162 0.2083 359.7917 0.0000 0.0000 0.1945 1.3801 0.4217
6465 0.2083 359.7917 0.0000 0.0000 0.3352 4.5046 0.7356
6566 1.1250 358.8750 0.0000 0.0000 0.4394 8.1322 0.6058
6667 0.2083 359.7917 0.0000 0.0000 0.6732 22.8333 0.1989
L595 1.1250 358.8750 0.0000 0.0000 0.8619 24.4111 0.1395
5556ova 357.1111 2.8889 0.0000 0.0000 0.0279 0.0293 0.0311
5556unda 0.2083 23.3194 0.0000 336.4722 0.1090 0.1137 1.8548
5663ova 352.2014 0.0000 0.0000 7.7986 0.0351 0.0760 0.0497
5663und 0.2083 0.0000 0.0000 359.7917 0.1116 0.1088 1.4961
6364ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6364und 0.2083 359.7917 0.0000 0.0000 0.1195 0.1270 1.8269
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.5833 358.4167 0.0000 0.0000 0.3275 0.8575 1.8530
6768ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768und 8.6250 351.3750 0.0000 0.0000 0.3315 0.9279 1.6463
*===========================================*
| 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 0.0262 566.4753 0.0009 1.0000 0.2913 0.0475 0.0546 13.3306
L2 0.0263 567.7344 0.0009 1.0000 0.2475 0.0462 0.0644 13.3306
L3 0.0263 568.0391 0.0011 1.0000 0.1588 0.0579 0.0994 13.3306
L4 0.0498 1075.8963 0.0016 1.0000 0.0642 0.0948 0.2329 13.3306
L5 0.0499 1077.7066 0.0024 1.0000 0.0240 0.2052 0.7342 13.3306
L6 0.0499 1078.1542 0.0034 1.0000 0.0095 0.3156 2.0942 3.1252
L7 0.0498 1076.7122 0.0054 1.0000 0.0022 0.5930 7.1201 3.1107
L8 0.0559 1206.6502 0.0082 1.0000 0.0010 0.8416 15.1056 3.1105
L9 0.0559 1206.4489 0.0018 1.0000 0.2356 0.0274 0.3413 6.6653
L10 0.0559 1207.6421 0.0019 1.0000 0.0256 0.2352 3.2622 6.8949
L11 0.0554 1197.7144 0.0042 1.0000 0.0032 0.4701 6.1535 3.1157
L12 0.0544 1175.3010 0.0038 1.0000 0.0014 0.7606 10.9362 3.1133
L13 0.0745 1609.2162 0.0066 1.0000 0.0014 0.8565 13.2447 3.1162
L14 0.0738 1594.9955 0.0027 1.0000 0.2385 0.0867 0.2887 6.6653
L15 0.0740 1598.4673 0.0019 1.0000 0.0820 0.0792 0.7229 8.9139
L24 0.0739 1596.8700 0.0022 1.0000 0.2205 0.0513 0.2603 8.8870
L25 0.0978 2113.1932 0.0030 1.0000 0.1585 0.0710 0.4260 8.9098
L26 0.0982 2120.9121 0.0030 1.0000 0.2230 0.0766 0.3064 8.8870
L27 0.0984 2124.7755 0.0028 1.0000 0.1245 0.1010 0.4820 4.4435
L28 0.0304 656.4776 0.0007 1.0000 0.3331 0.0324 0.1069 8.8870
L29 0.0574 1239.1186 0.0013 1.0000 0.2725 0.0421 0.1738 8.8870
L30 0.0949 2050.4349 0.0016 1.0000 0.1928 0.0867 0.4640 8.8870
L31 0.1353 2922.4850 0.0026 1.0000 0.1351 0.1075 0.5657 8.8870
L32 0.1471 3177.2315 0.0025 1.0000 0.2599 0.1162 0.3444 11.1088
L33 0.0086 185.2158 0.0005 1.0000 0.3824 0.0155 0.0414 13.3306
L34 0.1566 3382.5351 0.0028 1.0000 0.0551 0.1421 1.5788 11.1088
L35 0.1570 3391.7125 0.0028 1.0000 0.3195 0.0985 0.3700 11.1088
L36 0.1649 3562.6862 0.0028 1.0000 0.5903 0.0732 0.1944 3.9992
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1000
L37 0.1654 3573.0371 0.0029 1.0000 0.1465 0.1171 0.6425 3.9992
L38 0.2648 5720.2121 0.0053 1.0000 0.1223 0.1604 0.7577 3.9992
L39 -0.2652 -5728.799 0.0053 1.0000 0.0000 0.1305 1.0132 8.8870
L41 0.2679 5787.3232 0.0052 1.0000 0.1455 0.1373 1.0102 8.8870
4243 0.2863 6183.8714 0.0052 0.9991 0.2161 0.1226 0.7164 5.5278
4344 0.2884 6229.0234 0.0050 0.9964 0.2701 0.1124 0.6353 0.0708
6869 0.4491 9700.2902 0.0042 0.9774 0.1215 0.2188 1.7042 0.1488
4445 0.2973 6422.4997 0.0052 0.9992 0.1303 0.1279 1.4223 5.0307
4546 0.3047 6581.3794 0.0051 0.9992 0.3517 0.1278 0.4841 3.5933
4647 0.3055 6599.8087 0.0051 0.9968 0.1368 0.1608 0.8578 0.0502
4754 0.3112 6722.1979 0.0052 0.9992 0.3059 0.1094 0.6495 3.5933
4849 0.0351 757.5577 0.0010 0.9992 0.3504 0.0261 0.0996 3.5933
4950 0.0351 759.1287 0.0011 0.9990 0.1420 0.0342 0.2169 3.3106
5051 0.0474 1024.5877 0.0015 0.9992 0.4349 0.0267 0.1250 3.5933
5152 0.0475 1026.7650 0.0016 0.9973 0.1705 0.0416 0.2347 0.9895
5253 0.0514 1109.7841 0.0017 0.9992 0.6735 0.0302 0.1210 3.5933
5354 0.0519 1121.2227 0.0027 0.9991 0.0847 0.0507 1.0479 3.4548
5462 0.3637 7856.8083 0.0077 0.9897 0.2540 0.1022 2.4333 0.0801
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0038 0.0582 0.0350
5859 0.0089 191.1907 0.0005 0.9992 0.3058 0.0104 0.0373 4.3120
5960 0.0115 248.6035 0.0005 0.9992 0.3555 0.0082 0.0398 3.5933
6061 0.0116 250.1535 0.0005 0.9990 0.0805 0.0192 0.2104 3.3106
6162 0.0161 348.3245 0.0006 0.9992 0.2441 0.0423 0.1279 3.5933
6465 0.4213 9099.3355 0.0073 0.9992 0.3189 0.1410 0.8140 3.5933
6566 0.4215 9104.9105 0.0066 0.9968 0.1648 0.1881 1.4033 1.1871
6667 0.4498 9715.6149 0.0062 0.9992 0.0441 0.2543 4.6025 5.7494
L595 0.3800 8207.2000 0.0179 0.9967 0.1405 0.1674 4.1942 0.0803
5556ova 0.0000 1.0641 0.0000 0.0084 0.0032 0.0004 0.0004 0.0202
5556unda 0.0123 264.6122 0.0005 0.9992 1.5536 0.0217 0.0103 1.0061
5663ova 0.0006 12.7617 0.0001 0.0263 0.0209 0.0007 0.0012 0.0202
5663und 0.0162 349.3129 0.0004 0.9992 1.2185 0.0262 0.0129 1.0061
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0500
6364und 0.0248 535.0064 0.0178 0.9992 0.3491 0.0564 0.0445 1.0061
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.3800 8207.3589 0.0026 0.9956 0.5415 0.1352 0.2106 0.0140
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6768und 0.4487 9691.4875 0.0027 0.9774 0.6339 0.1393 0.2511 0.0140
FREE # 1 0.4491 9701.0954
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 0.4661 0.0000 1.2118 0.3935 0.5114 103.3867 102.1477 Max Flow
L2 0.4597 0.0000 0.9575 0.3434 0.4356 102.1476 100.8780 Max Flow
L3 0.4468 0.0000 0.3814 0.3394 0.4965 100.8774 100.1441 Max Flow
L4 0.8942 0.0000 0.4617 0.4042 0.6718 100.1434 99.6735 Max Flow
L5 0.8706 0.0000 0.1962 0.3194 0.6371 99.6735 99.4749 Max Flow
L6 0.8600 0.0000 0.0034 0.3980 0.3426 99.4749 99.4780 Max Flow
L7 0.8406 0.0000 0.0002 0.3605 0.3107 99.4780 99.4782 Max Flow
L8 0.9648 0.0000 0.0000 0.3656 0.3211 99.4782 99.4782 Max Flow
L9 0.9030 0.0000 0.1192 0.1394 0.3340 99.4782 99.3494 Max Flow
L10 0.8956 0.0000 0.0093 0.1096 0.0968 98.8004 97.5680 Max Flow
L11 0.8433 0.0000 0.0005 0.3252 0.3029 97.5680 97.5679 Max Flow
L12 0.7943 0.0000 0.0001 0.3613 0.3314 97.5679 97.5675 Max Flow
L13 1.2347 0.0000 0.0002 0.5294 0.4959 97.5675 97.5670 Max Flow
L14 1.1629 0.0000 0.0353 0.3873 0.4389 97.5670 97.5173 Max Flow
L15 1.0751 0.0000 0.2231 0.1464 0.2484 94.7102 94.3805 Max Flow
L24 1.1125 0.0000 0.5040 0.3108 0.4408 94.4955 93.9828 Max Flow
L25 1.4395 0.0000 0.1773 0.3030 0.3918 93.9828 93.5103 Max Flow
L26 1.4942 0.0000 0.3594 0.3512 0.7016 93.5102 93.1149 Max Flow
L27 1.5111 0.0000 0.0567 0.3849 0.3688 93.1149 92.8894 Max Flow
L28 0.3246 0.0000 4.0047 0.1196 0.1795 120.6817 113.7458 Max Flow
L29 0.7081 0.0000 7.9717 0.1644 0.2398 113.7456 105.7327 Max Flow
L30 0.8724 0.0000 2.2006 0.1613 0.2319 105.7328 97.9542 Max Flow
L31 1.3226 0.0000 0.9350 0.3207 0.4527 97.9542 95.5151 Max Flow
L32 1.4191 0.0000 0.7446 0.4863 0.7082 95.5151 94.7647 Max Flow
L33 0.2084 0.0000 0.5209 0.1511 0.2519 97.8051 97.2711 Max Flow
L34 1.5201 0.0000 0.0385 0.2508 0.5875 94.7648 94.7268 Max Flow
L35 1.5157 0.0000 1.0434 0.5144 0.7123 94.7269 93.4699 Max Flow
L36 1.5980 0.0000 0.3899 0.4971 0.4892 93.4699 92.9097 Max Flow
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
L37 1.6051 0.0000 0.0307 0.3931 0.4737 92.9096 92.8894 Max Flow
L38 3.1293 0.0000 0.0631 0.5814 1.0365 92.8894 92.8196 Max Flow
L39 -0.0135 0.0000 -0.0056 0.0041 0.0131 92.1841 92.1897 Max Flow
L41 3.1101 0.0000 0.4039 0.5037 0.8123 92.6936 92.2891 Max Flow
4243 3.0907 0.0000 0.8329 0.5468 0.8073 92.2883 91.4559 Max Flow
4344 3.1657 0.0000 0.7898 0.5385 0.7590 91.4560 90.6412 Max Flow
6869 2.8572 0.0000 0.1601 0.4241 1.0121 88.8522 88.6921 Max Flow
4445 3.2022 0.0000 0.0751 0.3995 0.5684 90.6412 90.5735 Max Flow
4546 3.2305 0.0000 0.3859 0.7402 0.8605 90.5734 90.1752 Max Flow
4647 3.1952 0.0000 0.1053 0.5117 1.1325 90.1750 90.0549 Max Flow
4754 3.2153 0.0000 0.2828 0.5156 0.7416 90.0548 89.7370 Max Flow
4849 0.5478 0.0000 0.1812 0.1831 0.2458 90.8310 90.6431 Max Flow
4950 0.5389 0.0000 0.0199 0.1310 0.1873 90.6430 90.6270 Max Flow
5051 0.7952 0.0000 0.2945 0.2197 0.2779 90.6269 90.3179 Max Flow
5152 0.7737 0.0000 0.0238 0.1570 0.1887 90.3179 90.3034 Max Flow
5253 0.8475 0.0000 0.5804 0.2567 0.3018 90.3033 89.6566 Max Flow
5354 0.8109 0.0000 0.2161 0.0639 0.1217 89.6566 89.4036 Max Flow
5462 3.2205 0.0000 0.0049 0.1717 0.2494 89.8711 89.8679 Max Flow
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5859 0.1897 0.0000 0.4376 0.0767 0.0905 92.5317 91.7310 Max Flow
5960 0.2533 0.0000 0.4733 0.0912 0.1133 91.7308 91.2431 Max Flow
6061 0.2480 0.0000 0.0099 0.0720 0.0825 91.2431 90.8411 Max Flow
6162 0.3322 0.0000 0.6825 0.3423 0.3392 90.8408 89.3833 Max Flow
6465 3.4476 0.0000 0.2383 0.7248 0.8155 89.4470 89.0799 Max Flow
6566 3.2896 0.0000 0.1028 0.6911 0.9730 89.0795 88.9937 Max Flow
6667 2.9780 0.0000 0.0132 0.5090 0.9590 89.0723 89.0599 Max Flow
L595 3.2755 0.0000 0.0009 0.1736 0.2523 89.8679 89.8673 Max Flow
5556ova 0.0120 0.0000 0.1961 0.0516 0.0449 99.8957 99.4626 Max Flow
5556unda 0.2089 0.1747 0.2581 0.3296 0.2458 99.8957 99.4626 Max Flow
5663ova 0.0348 0.0000 1.3680 0.0643 0.0613 99.4620 98.0613 Max Flow
5663und 0.2298 0.5930 1.5309 0.3398 0.3750 99.4620 97.3398 Max Flow
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6364und 0.4718 1.3924 5.2407 0.4477 0.2777 96.0150 89.3097 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 1.6329 0.3532 0.0322 0.7203 0.5481 89.8673 89.4470 Max Flow
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6768und 1.4285 0.2047 0.0215 0.6721 0.5070 89.0861 88.8522 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 115.0000 245.0000 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 285.0000 0.0000 75.0000 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 290.0000 0.0000 70.0000 0.0000 0.0000 0.0000 0.0000 None
L14 145.0000 215.0000 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 235.0000 125.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 330.0000 15.0000 0.0000 0.0000 0.0000 15.0000 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 65.0000 295.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 50.0000 310.0000 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 125.0000 235.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 325.0000 35.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 140.0000 220.0000 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 80.0000 280.0000 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 200.0000 160.0000 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 20.0000 340.0000 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 340.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 350.0000 0.0000 0.0000 10.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 350.0000 0.0000 0.0000 0.0000 10.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 40.0000 110.0000 0.0000 0.0000 210.0000 0.0000 None
6768ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 110.0000 115.0000 0.0000 0.0000 135.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.2083 1.2083 0.0000
L2 356.5417 356.5417 0.0000 0.0000
L3 358.6667 358.6667 0.0000 0.0000
L4 333.1389 333.1806 0.0000 0.0000
L5 0.0278 352.6250 0.0000 0.0000
L6 0.0000 343.0625 0.0000 0.0000
L7 0.0000 328.4583 0.0000 0.0000
L8 0.0000 335.5833 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.6250 0.0000 0.0000
L12 0.0000 347.7917 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 13.4583 14.5833 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 135.2500 136.4167 0.0000 0.0000
L29 334.4444 334.4444 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 28.4722 28.5278 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.1250 351.8333 0.0000 0.0000
L35 6.4583 6.4583 0.0000 0.0000
L36 35.1944 35.2222 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 334.6389 359.0000 0.0000 0.0000
L38 0.0417 6.1250 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 25.3056 25.3472 0.0000 0.0000
4243 296.6806 296.6806 0.1250 0.0000
4344 3.1250 3.1250 0.0417 0.0000
6869 2.3889 3.3889 0.0000 0.0000
4445 324.7639 356.7083 0.0000 0.0000
4546 246.2917 246.2917 2.0417 0.0000
4647 0.0000 0.7500 0.0000 0.0000
4754 4.8750 5.0000 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
4950 293.4167 359.7917 1.0000 0.0000
5051 0.0000 0.0000 0.0000 0.0000
5152 339.7222 359.7917 1.0833 0.0000
5253 15.8333 15.8333 0.0000 0.0000
5354 327.1528 350.0000 1.0417 0.0000
5462 314.5000 353.5833 0.0000 0.0000
5657 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000
5859 358.5000 358.5417 1.0000 0.0000
5960 0.0000 0.0000 0.2083 0.0000
6061 358.6667 358.7500 0.0833 0.0000
6162 347.1905 347.1905 3.3333 0.0000
6465 352.1250 352.1667 0.2500 0.0000
6566 263.2579 358.8333 0.0000 0.0000
6667 0.1250 350.5000 0.0000 0.0000
L595 254.0417 356.3333 2.0833 0.0000
5556ova 346.1667 346.1667 0.0000 0.0000
5556unda 2.3889 10.1250 348.0139 0.0000
5663ova 0.2778 0.2778 0.0278 0.0000
5663und 0.0000 0.0000 347.7778 0.0000
6364ova 0.0000 0.0000 0.0000 0.0000
6364und 343.1875 343.1875 13.5903 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 9.5833 317.9306 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 309.1667 0.9167 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.0000 0.8482 0.0000 0.0000 0.4733 0.0000 0.0000 0.5579 0.0000 0.0000 5.8583 0.0000 0.5088
L2 0.0000 0.7203 0.0000 0.0000 0.4703 0.0000 0.0000 0.6530 0.0000 0.0000 7.1825 0.0000 0.4712
L3 0.0000 0.4453 0.0000 0.0000 0.4643 0.0000 0.0000 1.0427 0.0000 0.0000 16.6830 0.0000 0.5945
L4 0.0000 0.5303 0.0000 0.0000 0.9171 0.0000 0.0000 1.7292 0.0000 0.0000 27.6666 0.0000 0.6682
L5 0.0000 0.4723 0.0000 0.0000 0.9088 0.0000 0.0000 1.9240 0.0000 0.0000 19.2397 0.0000 0.6339
L6 0.0610 0.3127 0.0899 0.0196 0.8685 0.0167 0.3213 2.7778 0.1857 3.2777 28.3333 1.8938 0.9073
L7 0.0091 0.0974 0.0188 0.0007 0.8943 0.0030 0.0750 9.1822 0.1613 0.7879 96.4133 1.6939 1.4172
L8 0.0030 0.0545 0.0059 0.0001 1.0099 0.0001 0.0239 18.5388 0.0249 0.2386 185.3879 0.2494 1.8875
L9 0.2160 0.4127 0.4039 0.2987 0.6716 0.0202 1.3827 1.6274 0.0499 13.8265 16.2737 0.4995 0.2120
L10 0.1076 0.2325 0.1088 0.0551 0.8531 0.0823 0.5119 3.6698 0.7564 5.1194 36.6981 7.5644 0.5097
L11 0.0198 0.1310 0.0397 0.0120 0.9600 0.0274 0.6038 7.3278 0.6901 9.9634 120.9094 11.3867 1.1784
L12 0.0094 0.0774 0.0192 0.0044 0.9932 0.0079 0.4659 12.8239 0.4097 7.6876 211.5942 6.7598 1.7653
L13 0.0105 0.0948 0.0215 0.0105 1.3607 0.0205 1.0052 14.3558 0.9526 17.5918 251.2261 16.6699 2.3559
L14 0.0000 0.1734 0.3208 0.0000 0.0670 1.3257 0.0000 0.3867 4.1320 0.0000 3.8666 41.3200 0.4049
L15 0.2092 0.4882 0.1981 0.1170 1.1861 0.0868 0.5593 2.4298 0.4383 7.2714 31.5868 5.6976 0.3888
L24 0.0000 0.5812 0.0000 0.0000 1.3795 0.0000 0.0000 2.3736 0.0000 0.0000 47.4712 0.0000 0.4660
L25 0.2585 0.5438 0.1572 0.0634 1.6789 0.0254 0.2452 3.0875 0.1615 3.9229 49.3992 2.5837 0.5558
L26 0.0000 0.7800 0.0000 0.0000 1.7483 0.0000 0.0000 2.2415 0.0000 0.0000 33.6220 0.0000 0.5772
L27 0.0000 0.6766 0.0207 0.0000 1.7459 0.0000 0.0000 2.5804 0.0018 0.0000 37.4159 0.0254 0.6511
L28 0.0000 0.5106 0.0000 0.0000 0.3448 0.0000 0.0000 0.6753 0.0000 0.0000 90.4879 0.0000 0.2184
L29 0.0000 0.7457 0.0000 0.0000 0.7155 0.0000 0.0000 0.9595 0.0000 0.0000 151.5978 0.0000 0.2418
L30 0.0000 0.5061 0.0000 0.0000 0.8799 0.0000 0.0000 1.7387 0.0000 0.0000 260.8033 0.0000 0.3389
L31 0.0000 0.4774 0.0000 0.0000 1.3231 0.0000 0.0000 2.7715 0.0000 0.0000 246.6675 0.0000 0.5816
L32 0.0000 0.7381 0.0000 0.0000 1.4264 0.0000 0.0000 1.9326 0.0000 0.0000 40.5847 0.0000 0.7062
L33 0.0332 0.3284 0.0331 0.0000 0.2105 0.0000 0.0014 0.6410 0.0005 0.0143 6.4097 0.0047 0.2482
L34 0.0000 0.2135 0.1601 0.0000 1.4340 0.0861 0.0000 6.7179 0.5379 0.0000 117.5637 9.4134 0.7240
L35 0.0000 0.6382 0.0000 0.0000 1.5262 0.0000 0.0000 2.3913 0.0000 0.0000 51.4131 0.0000 0.6904
L36 0.0994 1.1366 0.0000 0.0003 1.5979 0.0000 0.0031 1.4058 0.0000 0.0550 25.3051 0.0000 0.5553
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0444 0.4234 0.0000 0.0027 1.6189 0.0000 0.0616 3.8237 0.0000 1.4486 89.8576 0.0000 0.7420
L38 0.0415 0.7679 0.0000 0.0044 3.1397 0.0000 0.1059 4.0888 0.0000 1.4831 57.2430 0.0000 0.8681
L39 0.0000 0.6321 0.0965 0.0000 3.1315 0.0011 0.0000 4.9541 0.0115 0.0000 49.5409 0.1152 0.7037
L41 0.2077 0.5010 0.2010 0.0560 3.0186 0.0462 0.2694 6.0251 0.2296 14.6817 328.3659 12.5130 0.8198
4243 0.1852 0.8045 0.2075 0.1473 2.9651 0.1191 0.7955 3.6855 0.5740 47.7308 221.1281 34.4382 0.8170
4344 0.3103 0.9528 0.2041 0.3538 2.7664 0.0561 1.1403 2.9035 0.2750 57.0173 145.1764 13.7512 0.7377
6869 0.0000 0.4124 0.0000 0.0000 2.8572 0.0000 0.0000 6.9288 0.0000 0.0000 138.5756 0.0000 1.0122
4445 0.0000 0.4109 0.0000 0.0000 3.2051 0.0000 0.0000 7.7999 0.0000 0.0000 257.3983 0.0000 0.7484
4546 0.4468 1.2951 0.2057 0.7583 2.4859 0.0035 1.6972 1.9194 0.0172 42.4291 47.9839 0.4310 0.8577
4647 0.0000 0.8651 0.0000 0.0000 3.2489 0.0000 0.0000 3.7556 0.0000 0.0000 75.1111 0.0000 0.7939
4754 0.3210 0.8361 0.4506 0.0499 3.0968 0.1509 0.1556 3.7038 0.3349 4.8226 114.8182 10.3810 0.7077
4849 0.0000 0.6767 0.0000 0.0000 0.5589 0.0000 0.0000 0.8258 0.0000 0.0000 9.9098 0.0000 0.2455
4950 0.2228 0.4148 0.2245 0.0126 0.5311 0.0149 0.0565 1.2804 0.0665 0.3388 7.6821 0.3988 0.2646
5051 0.0650 0.6984 0.0652 0.0000 0.8212 0.0000 0.0001 1.1759 0.0001 0.0025 22.3413 0.0027 0.2784
5152 0.3260 0.5373 0.3287 0.0649 0.6536 0.0967 0.1990 1.2165 0.2941 1.1939 7.2992 1.7649 0.3141
5253 0.0000 0.9640 0.0000 0.0000 0.8935 0.0000 0.0000 0.9269 0.0000 0.0000 18.5376 0.0000 0.2898
5354 0.0463 0.0974 0.0702 0.0082 0.8379 0.0358 0.1765 8.6030 0.5105 5.1182 249.4876 14.8034 0.4680
5462 0.1089 0.1923 0.0500 0.0793 3.1345 0.0161 0.7281 16.3014 0.3211 8.7369 195.6162 3.8530 0.7684
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.0000 0.5212 0.0000 0.0000 0.1923 0.0000 0.0000 0.3690 0.0000 0.0000 6.6414 0.0000 0.1106
5960 0.0971 0.5539 0.0253 0.0000 0.2579 0.0000 0.0003 0.4655 0.0000 0.0057 7.9139 0.0001 0.1116
6061 0.0601 0.1311 0.0069 0.0014 0.2541 0.0000 0.0225 1.9381 0.0001 0.3825 32.9479 0.0024 0.2139
6162 0.0561 0.2935 0.0000 0.0138 0.3300 0.0000 0.2467 1.1242 0.0000 7.3996 33.7252 0.0000 0.7367
6465 0.0899 0.7742 0.3066 0.0001 3.4359 0.0173 0.0008 4.4380 0.0563 0.0251 142.0173 1.8027 0.9204
6566 0.0000 0.4580 0.2830 0.0000 2.6340 0.6732 0.0000 5.7508 2.3790 0.0000 201.2787 83.2653 1.1745
6667 0.0966 0.1831 0.0809 0.9897 1.7692 0.2360 10.2453 9.6618 2.9167 512.2657 483.0879 145.8329 1.3891
L595 0.0819 0.1413 0.0390 0.1189 3.1415 0.0278 1.4528 22.2388 0.7135 8.7169 133.4329 4.2810 1.0277
5556ova 0.0000 0.5304 0.0000 0.0000 0.0155 0.0000 0.0000 0.0291 0.0000 0.0000 0.4661 0.0000 0.0590
5663ova 0.0000 0.7087 0.0000 0.0000 0.0529 0.0000 0.0000 0.0746 0.0000 0.0000 6.1907 0.0000 0.0716
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.0000 1.3899 0.0000 1.3899 10.209 12.402 0.0000 1.3899 0.0000 1.3899 10.209 12.402 0.0000 0.0000 0.0000 None
L2 0.0000 1.6003 0.0000 1.6003 2.9767 5.7482 0.0000 1.6003 0.0000 1.6003 2.9767 5.7482 0.0000 0.0000 0.0000 None
L3 0.0000 2.9846 0.0000 2.9846 5.8542 9.3619 0.0000 2.9846 0.0000 2.9846 5.8542 9.3619 0.0000 0.0000 0.0000 None
L4 0.0000 5.3939 0.0000 5.3939 5.2766 10.453 0.0000 5.3939 0.0000 5.3939 5.2766 10.453 0.0000 0.0000 0.0000 None
L5 0.0000 6.4076 0.0000 6.4076 7.9306 13.166 0.0000 6.4076 0.0000 6.4076 7.9306 13.166 0.0000 0.0000 0.0000 None
L6 1.2702 56.290 1.0817 58.642 7.5363 15.135 1.2702 56.290 1.0817 58.642 7.5363 15.135 0.0000 0.0000 0.0000 None
L7 0.1734 227.78 0.7712 228.73 5.2674 18.360 0.1734 227.78 0.7712 228.73 5.2674 18.360 0.0000 0.0000 0.0000 None
L8 0.03671 525.81 0.07699 525.93 6.5259 25.691 0.03671 525.81 0.07699 525.93 6.5259 25.691 0.0000 0.0000 0.0000 None
L9 2.8019 6.3002 0.1892 9.2914 4.1474 30.281 2.8019 6.3002 0.1892 9.2914 4.1474 30.281 0.0000 0.0000 0.0000 None
L10 2.0154 31.222 3.0113 36.248 10.491 22.668 2.0154 31.222 3.0113 36.248 10.491 22.668 0.0000 0.0000 0.0000 None
L11 2.2694 182.32 5.2003 189.79 6.8214 21.247 2.2694 182.32 5.2003 189.79 6.8214 21.247 0.0000 0.0000 0.0000 None
L12 1.7094 387.50 3.0680 392.28 6.9535 22.224 1.7094 387.50 3.0680 392.28 6.9535 22.224 0.0000 0.0000 0.0000 None
L13 3.8440 496.62 7.4780 507.94 3.6756 21.842 3.8440 496.62 7.4780 507.94 3.6756 21.842 0.0000 0.0000 0.0000 None
L14 0.0000 1.6874 33.367 35.054 4.5416 25.241 0.0000 1.6874 33.367 35.054 4.5416 25.241 0.0000 0.0000 0.0000 None
L15 1.2438 12.608 0.9228 14.775 3.6228 15.443 1.2438 12.608 0.9228 14.775 3.6228 15.443 0.0000 0.0000 0.0000 None
L24 0.0000 8.7171 0.0000 8.7171 6.7839 17.136 0.0000 8.7171 0.0000 8.7171 6.7839 17.136 0.0000 0.0000 0.0000 None
L25 0.6227 16.494 0.2494 17.366 3.8178 14.030 0.6227 16.494 0.2494 17.366 3.8178 14.030 0.0000 0.0000 0.0000 None
L26 0.0000 11.264 0.0000 11.264 6.4508 12.571 0.0000 11.264 0.0000 11.264 6.4508 12.571 0.0000 0.0000 0.0000 None
L27 0.0000 26.924 .000558 26.924 12.130 18.966 0.0000 26.924 .000558 26.924 12.130 18.966 0.0000 0.0000 0.0000 None
L28 0.0000 1.9881 0.0000 1.9881 27.908 32.092 0.0000 1.9881 0.0000 1.9881 27.908 32.092 0.0000 0.0000 0.0000 None
L29 0.0000 3.1946 0.0000 3.1946 24.533 29.467 0.0000 3.1946 0.0000 3.1946 24.533 29.467 0.0000 0.0000 0.0000 None
L30 0.0000 7.3244 0.0000 7.3244 26.870 33.130 0.0000 7.3244 0.0000 7.3244 26.870 33.130 0.0000 0.0000 0.0000 None
L31 0.0000 13.619 0.0000 13.619 26.026 33.974 0.0000 13.619 0.0000 13.619 26.026 33.974 0.0000 0.0000 0.0000 None
L32 0.0000 7.5344 0.0000 7.5344 9.8041 15.277 0.0000 7.5344 0.0000 7.5344 9.8041 15.277 0.0000 0.0000 0.0000 None
L33 .000243 1.0829 .000080 1.0833 11.452 16.914 .000243 1.0829 .000080 1.0833 11.452 16.914 0.0000 0.0000 0.0000 None
L34 0.0000 30.827 1.8515 32.679 5.0606 22.311 0.0000 30.827 1.8515 32.679 5.0606 22.311 0.0000 0.0000 0.0000 None
L35 0.0000 5.0001 0.0000 5.0001 9.3364 27.033 0.0000 5.0001 0.0000 5.0001 9.3364 27.033 0.0000 0.0000 0.0000 None
L36 .002076 10.917 0.0000 10.920 5.5894 12.359 .002076 10.917 0.0000 10.920 5.5894 12.359 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 None
L37 0.07859 46.493 0.0000 46.572 6.4833 16.556 0.07859 46.493 0.0000 46.572 6.4833 16.556 0.0000 0.0000 0.0000 None
L38 0.07416 53.002 0.0000 53.076 22.388 34.520 0.07416 53.002 0.0000 53.076 22.388 34.520 0.0000 0.0000 0.0000 None
L39 0.0000 28.157 0.01000 28.167 24.027 35.722 0.0000 28.157 0.01000 28.167 24.027 35.722 0.0000 0.0000 0.0000 None
L41 0.6886 37.148 0.5680 38.404 21.202 35.367 0.6886 37.148 0.5680 38.404 21.202 35.367 0.0000 0.0000 0.0000 None
4243 1.5512 31.220 1.2542 34.026 24.481 39.038 1.5512 31.220 1.2542 34.026 24.481 39.038 0.0000 0.0000 0.0000 None
4344 3.4807 27.216 0.5523 31.249 23.246 37.029 3.4807 27.216 0.5523 31.249 23.246 37.029 0.0000 0.0000 0.0000 None
6869 0.0000 31.925 0.0000 31.925 27.830 39.669 0.0000 31.925 0.0000 31.925 27.830 39.669 0.0000 0.0000 0.0000 None
4445 0.0000 67.509 0.0000 67.509 13.241 29.591 0.0000 67.509 0.0000 67.509 13.241 29.591 0.0000 0.0000 0.0000 None
4546 7.2515 23.771 0.03391 31.056 11.920 24.334 7.2515 23.771 0.03391 31.056 11.920 24.334 0.0000 0.0000 0.0000 None
4647 0.0000 44.342 0.0000 44.342 11.265 19.071 0.0000 44.342 0.0000 44.342 11.265 19.071 0.0000 0.0000 0.0000 None
4754 0.6832 42.358 2.0642 45.106 20.002 31.926 0.6832 42.358 2.0642 45.106 20.002 31.926 0.0000 0.0000 0.0000 None
4849 0.0000 4.5318 0.0000 4.5318 23.405 29.124 0.0000 4.5318 0.0000 4.5318 23.405 29.124 0.0000 0.0000 0.0000 None
4950 0.2240 9.4597 0.2658 9.9496 17.388 24.420 0.2240 9.4597 0.2658 9.9496 17.388 24.420 0.0000 0.0000 0.0000 None
5051 .000068 6.4330 .000073 6.4331 16.768 25.034 .000068 6.4330 .000073 6.4331 16.768 25.034 0.0000 0.0000 0.0000 None
5152 1.0919 11.003 1.6274 13.722 14.247 21.600 1.0919 11.003 1.6274 13.722 14.247 21.600 0.0000 0.0000 0.0000 None
5253 0.0000 5.1002 0.0000 5.1002 11.602 17.998 0.0000 5.1002 0.0000 5.1002 11.602 17.998 0.0000 0.0000 0.0000 None
5354 0.9526 97.714 4.1803 102.85 8.9744 32.186 0.9526 97.714 4.1803 102.85 8.9744 32.186 0.0000 0.0000 0.0000 None
5462 4.1079 162.42 0.8319 167.36 8.6828 35.115 4.1079 162.42 0.8319 167.36 8.6828 35.115 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 None
5859 0.0000 1.2338 0.0000 1.2338 7.8217 11.909 0.0000 1.2338 0.0000 1.2338 7.8217 11.909 0.0000 0.0000 0.0000 None
5960 .000178 1.4094 .54E-06 1.4096 8.0421 16.005 .000178 1.4094 .54E-06 1.4096 8.0421 16.005 0.0000 0.0000 0.0000 None
6061 0.06149 11.550 .000044 11.612 14.167 26.572 0.06149 11.550 .000044 11.612 14.167 26.572 0.0000 0.0000 0.0000 None
6162 0.4886 11.651 0.0000 12.139 5.2082 10.718 0.4886 11.651 0.0000 12.139 5.2082 10.718 0.0000 0.0000 0.0000 None
6465 .000873 42.475 0.2135 42.689 29.148 43.061 .000873 42.475 0.2135 42.689 29.148 43.061 0.0000 0.0000 0.0000 None
6566 0.0000 65.976 16.863 82.840 7.0183 25.028 0.0000 65.976 16.863 82.840 7.0183 25.028 0.0000 0.0000 0.0000 None
6667 70.277 125.63 16.757 212.66 6.2850 39.841 70.277 125.63 16.757 212.66 6.2850 39.841 0.0000 0.0000 0.0000 None
L595 10.320 272.55 2.4124 285.29 7.7267 35.712 10.320 272.55 2.4124 285.29 7.7267 35.712 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.1360 0.0000 0.1360 9.1607 10.149 0.0000 0.1360 0.0000 0.1360 9.1607 10.149 0.0000 0.0000 0.0000 None
5663ova 0.0000 0.3999 0.0000 0.3999 9.1523 11.237 0.0000 0.3999 0.0000 0.3999 9.1523 11.237 0.0000 0.0000 0.0000 None
6364ova 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 0.0000 0.1000 0.1000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.3896 102.1511 10.5000 11.7000 1.4913 1.4913 1.7000 0.7018 0.7018 0.8000 2.1931 2.1931
L2 102.1510 100.8845 11.0000 4.2000 1.2233 1.2233 2.7000 1.5482 1.5482 2.3000 2.7715 2.7715
L3 100.8845 100.1492 16.0000 7.4000 1.5458 1.5458 2.6000 1.9619 1.9619 3.3000 3.5077 3.5077
L4 100.1492 99.6840 16.0000 6.5000 1.2234 1.2234 1.3000 3.9525 3.9525 4.2000 5.1759 5.1759
L5 99.6840 99.4819 10.0000 11.5000 3.5694 3.5694 5.5000 1.6664 1.6664 2.4000 5.2357 5.2357
L6 99.4819 99.4858 10.2000 12.1000 4.5637 4.5637 2.6000 3.0346 3.0346 1.9000 7.5983 7.5983
L7 99.4858 99.4864 10.5000 11.9000 6.6326 6.6326 6.0000 6.4601 6.4601 5.1000 13.0927 13.0927
L8 99.4864 99.4865 10.0000 14.5000 7.9741 7.9741 7.6000 11.1911 11.1911 10.8000 19.1653 19.1653
L9 99.4865 99.3536 10.0000 27.5000 23.3526 23.3526 8.2000 2.7809 2.7809 2.2000 26.1335 26.1335
L10 98.8064 97.5713 10.0000 19.7000 9.2088 9.2088 7.2000 2.9682 2.9682 0.0000 12.1770 12.1770
L11 97.5713 97.5716 16.5000 12.9000 6.0786 6.0786 3.5000 8.3469 8.3469 5.4000 14.4255 14.4255
L12 97.5716 97.5715 16.5000 15.0000 8.0465 8.0465 6.0000 7.2238 7.2238 5.5000 15.2702 15.2702
L13 97.5715 97.5717 17.5000 12.5000 8.8244 8.8244 4.6000 9.3416 9.3416 5.5000 18.1661 18.1661
L14 97.5717 97.5184 10.0000 5.0000 0.4584 0.4584 0.6000 20.2407 20.2407 1.4000 20.6991 20.6991
L15 94.7482 94.5283 13.0000 6.5000 2.8772 2.8772 0.0000 8.9429 8.9429 6.5000 11.8201 11.8201
L24 94.5283 94.0144 20.0000 16.8000 10.0161 10.0161 11.2000 0.3359 0.3359 0.8000 10.3520 10.3520
L25 94.0144 93.5531 16.0000 4.7000 0.8822 0.8822 0.0000 9.3302 9.3302 7.9000 10.2124 10.2124
L26 93.5531 93.1369 15.0000 7.8000 1.3492 1.3492 2.6000 4.7710 4.7710 7.2000 6.1202 6.1202
L27 93.1369 92.8896 14.5000 13.7000 1.5699 1.5699 3.4000 5.2663 5.2663 5.1000 6.8362 6.8362
L28 120.6876 113.7535 134.0000 31.0000 3.0920 3.0920 11.0000 1.0920 1.0920 19.0000 4.1840 4.1840
L29 113.7535 105.7339 158.0000 28.5000 3.9674 3.9674 16.5000 0.9674 0.9674 19.5000 4.9347 4.9347
L30 105.7339 97.9543 150.0000 32.0000 5.1298 5.1298 12.0000 1.1298 1.1298 17.0000 6.2596 6.2596
L31 97.9543 95.5155 89.0000 30.0000 3.9737 3.9737 10.0000 3.9737 3.9737 19.0000 7.9474 7.9474
L32 95.5155 94.7648 21.0000 13.6000 3.7959 3.7959 4.3000 1.6773 1.6773 1.9000 5.4732 5.4732
L33 97.8060 97.2717 10.0000 13.8000 2.3482 2.3482 2.0000 3.1140 3.1140 3.0000 5.4622 5.4622
L34 94.7648 94.7271 17.5000 16.7000 11.6394 11.6394 12.7000 5.6111 5.6111 3.8000 17.2505 17.2505
L35 94.7271 93.4699 21.5000 11.0000 1.6636 1.6636 2.0000 16.0327 16.0327 18.4000 17.6963 17.6963
L36 93.4699 92.9098 18.0000 6.8000 1.2106 1.2106 1.1000 5.5589 5.5589 21.1000 6.7695 6.7695
W2637 92.9098 92.9098 10.0000 9.3000 0.0000 0.0000 0.0000 0.0000 0.0000 3.9000 0.0000 0.0000
L37 92.9098 92.8896 23.5000 11.3000 4.8167 4.8167 4.1000 5.2559 5.2559 6.8000 10.0726 10.0726
L38 92.8896 92.8196 14.0000 30.6000 8.2121 8.2121 5.1000 3.9204 3.9204 4.2000 12.1325 12.1325
L39 92.6939 92.8196 10.0000 30.7000 6.6729 6.6729 9.7000 5.0222 5.0222 4.8000 11.6951 11.6951
L41 92.6939 92.3113 54.5000 32.5000 11.2980 11.2980 10.3000 2.8667 2.8667 2.0000 14.1647 14.1647
4243 92.3113 91.4580 60.0000 31.0000 6.5191 6.5191 1.5000 8.0382 8.0382 5.0000 14.5573 14.5573
4344 91.4580 90.6414 50.0000 32.0000 8.7538 8.7538 2.0000 5.0289 5.0289 3.4000 13.7827 13.7827
6869 88.8522 88.6921 20.0000 36.0000 8.1699 8.1699 13.2000 3.6691 3.6691 5.8000 11.8390 11.8390
4445 90.6414 90.5739 33.0000 26.4000 13.1585 13.1585 21.8000 3.1908 3.1908 8.0000 16.3493 16.3493
4546 90.5739 90.1780 25.0000 22.1000 10.1796 10.1796 1.7000 2.2335 2.2335 2.0000 12.4131 12.4131
4647 90.1780 90.0558 20.0000 11.8000 0.5352 0.5352 0.6000 7.2713 7.2713 7.8000 7.8065 7.8065
4754 90.0558 89.8736 31.0000 28.6000 8.5977 8.5977 7.1000 3.3260 3.3260 1.4000 11.9236 11.9236
4849 90.8331 90.6454 12.0000 26.3000 2.8951 2.8951 4.6000 2.8240 2.8240 3.7000 5.7191 5.7191
4950 90.6454 90.6288 6.0000 21.5000 4.1116 4.1116 3.5000 2.9200 2.9200 2.2000 7.0317 7.0317
5051 90.6288 90.3242 19.0000 19.9000 3.1319 3.1319 3.1000 5.1341 5.1341 5.1000 8.2661 8.2661
5152 90.3242 90.3096 6.0000 17.8000 3.5530 3.5530 2.2000 3.8001 3.8001 1.8000 7.3531 7.3531
5253 90.3096 89.8739 20.0000 14.4000 2.7983 2.7983 2.8000 3.5978 3.5978 3.6000 6.3961 6.3961
5354 89.8739 89.8736 29.0000 30.3000 21.3256 21.3256 20.1000 1.8858 1.8858 0.0000 23.2114 23.2114
5462 89.8736 89.8706 12.0000 13.9000 5.2172 5.2172 2.9000 21.2153 21.2153 20.0000 26.4325 26.4325
5657 99.2300 99.2300 6.0000 29.9000 0.0000 0.0000 29.8000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 99.2300 92.5324 50.0000 20.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 92.5324 91.7317 18.0000 8.4000 0.5783 0.5783 2.3000 3.5085 3.5085 5.5000 4.0869 4.0869
5960 91.7317 91.2440 17.0000 10.1000 2.0579 2.0579 2.0000 5.9050 5.9050 5.9000 7.9629 7.9629
6061 91.2440 90.8451 17.0000 25.0000 10.8330 10.8330 10.4000 1.5718 1.5718 1.5000 12.4048 12.4048
6162 90.8451 89.8706 30.0000 9.3000 4.0918 4.0918 1.3000 1.4181 1.4181 2.0000 5.5099 5.5099
6465 89.4475 89.1370 32.0000 40.4000 11.2516 11.2516 11.2000 2.6611 2.6611 2.0000 13.9127 13.9127
6566 89.1370 89.0965 35.0000 10.3000 3.2817 3.2817 5.7000 14.7277 14.7277 6.5000 18.0094 18.0094
6667 89.0965 89.0862 50.0000 30.2000 23.9150 23.9150 6.0000 9.6412 9.6412 3.0000 33.5561 33.5561
L595 89.8706 89.8702 6.0000 13.9000 6.1733 6.1733 2.9000 21.8117 21.8117 20.0000 27.9850 27.9850
5556ova 99.9002 99.4721 16.0000 9.2000 0.0393 0.0393 0.1000 0.9486 0.9486 3.7000 0.9879 0.9879
5663ova 99.4721 98.0709 83.0000 9.2000 0.0477 0.0477 0.1000 2.0368 2.0368 3.7000 2.0845 2.0845
6364ova 89.4475 89.4475 110.0000 9.9000 9.8000 9.8000 9.8000 -9.8000 -9.8000 0.0000 0.0000 0.0000
6264ova 89.4475 89.4475 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 88.8522 88.8522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 0.4733 566.4753 0.8433 2.2464 ## N1 102.8300 103.3898
L2 0.4703 567.7344 0.7204 2.7571 ## N2 101.7100 102.1511
L3 0.4643 568.0391 0.4439 12.7329 ## N3 100.3800 100.8845
L4 0.9171 1075.8963 0.5292 27.5425 ## N4 99.4600 100.1492
L5 0.9088 1077.7066 0.4723 19.1948 ## N5 99.0400 99.6840
L6 0.9048 1078.1542 0.2753 33.4930 ## N6 98.8600 99.4819
L7 0.8980 1076.7122 0.0954 100.3703 ## N7 98.3300 The text continues on section 5.