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e50y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:27.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 90.0000 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 2296 456 N55#2 2251 425 N56#1 1336 360
N56#2 2233 427 N58#1 1344 360 N58#2 2246 426
N59#1 1368 360 N59#2 2277 423 N61#1 1360 360
N61#2 2276 424 N1#1 1340 360 N1#2 2147 561
N4#1 1228 360 N4#2 2481 655 N8#1 1372 360
N8#2 2695 717 N13#1 1336 360 N13#2 2624 704
N25#1 1344 360 N25#2 2250 426 N28#1 1356 360
N28#2 2109 431 N29#1 1336 360 N29#2 2136 548
N30#1 1336 360 N30#2 2432 720 N31#1 1340 360
N31#2 2666 718 N32#1 1364 360 N32#2 1348 360
N33#1 1364 360 N33#2 2275 425 N36#1 1360 360
N36#2 2276 424 N42#1 1344 360 N42#2 2250 426
N44#1 1344 360 N44#2 2258 426 N45#1 1348 360
N45#2 2221 427 N47#1 878 190 N47#2 2200 428
N48#1 1300 360 N48#2 2138 430 N50#1 1324 360
N50#2 2283 421 N52#1 1368 360 N52#2 2279 425
N63#1 1356 360 N63#2 2275 425 N64#1 1340 360
N64#2 2246 426 N66#1 1336 360 N66#2 2237 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 90.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 3.699000E+04 90.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 5.001613E+00 0.012
Surface Runoff from Watersheds 3.629280E+04 88.304
Total Water remaining in Surface Storage 1.934250E+02 0.471
Infiltration over the Pervious Area... 5.136664E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 3.700489E+04 90.036
Total Precipitation + Initial Storage. 3.699000E+04 90.000
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............... -0.0403
****************************************************
* 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.............. 3.629280E+04 88.304
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.................. 3.628413E+04 88.283
Initial Storage + Inflow.................... 3.629280E+04 88.304
Final Storage + Outflow + Diverted GW....... 3.628413E+04 88.283
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0239
##################################################
# 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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 87.69465 87.87983 0.00000 87.80699 0.00000 87.83733
Total Losses (mm)...... 2.04251 2.03256 0.00000 2.03814 0.00000 2.03626
Remaining Depth (mm)... 0.26284 0.08761 0.00000 0.15487 0.00000 0.12641
Peak Runoff Rate (cms). 0.28775 0.34544 0.00000 0.11117 0.00000 0.23385
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.07991 90.17394 89.96522 90.11880 89.97950 90.13860
Peak Runoff Rate (cms). 0.00391 0.00041 0.12497 0.00014 0.25381 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.07991 90.17394 89.96522 90.11880 89.97950 90.13860
Peak Runoff Rate (cms). 0.00391 0.00041 0.12497 0.00014 0.25381 0.00029
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 87.71850 87.88212 89.96522 87.80930 89.97950 87.83963
Peak Runoff Rate (cms). 0.29165 0.34585 0.12497 0.11131 0.25381 0.23414
Unit Runoff (mm/hr).... 176.45255 205.81307 216.02963 192.40592 219.37045 197.66170
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.95251 0.00000 87.93084 0.00000 87.74491
Total Losses (mm)...... 0.00000 2.01823 0.00000 2.02443 0.00000 2.04090
Remaining Depth (mm)... 0.00000 0.02926 0.00000 0.04473 0.00000 0.21419
Peak Runoff Rate (cms). 0.00000 0.07960 0.00000 0.11952 0.00000 1.05560
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.03976 90.24070 90.02508 90.22591 89.96665 90.11509
Peak Runoff Rate (cms). 0.07695 0.00009 0.12680 0.00014 0.13709 0.15167
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.03976 90.24070 90.02508 90.22591 89.96665 90.11509
Peak Runoff Rate (cms). 0.07695 0.00009 0.12680 0.00014 0.13709 0.15167
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) 90.03976 87.95480 90.02508 87.93313 89.96665 87.98192
Peak Runoff Rate (cms). 0.07695 0.07969 0.12680 0.11966 0.13709 1.20727
Unit Runoff (mm/hr).... 232.78678 222.52841 230.14379 217.18007 216.35810 188.08703
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.86137 0.00000 87.89829 0.00000 87.84717
Total Losses (mm)...... 0.00000 2.03437 0.00000 2.03029 0.00000 2.03554
Remaining Depth (mm)... 0.00000 0.10427 0.00000 0.07142 0.00000 0.11729
Peak Runoff Rate (cms). 0.00000 0.61186 0.00000 0.17154 0.00000 0.47491
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.74755 90.07304 90.05071 90.05365 89.96378 90.05747
Peak Runoff Rate (cms). 0.33032 0.30584 0.03871 0.15697 0.42189 0.30112
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.74755 90.07304 90.05071 90.05365 89.96378 90.05747
Peak Runoff Rate (cms). 0.33032 0.30584 0.03871 0.15697 0.42189 0.30112
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) 89.74755 88.52487 90.05071 88.86820 89.96378 88.62078
Peak Runoff Rate (cms). 0.33032 0.91770 0.03871 0.32851 0.42189 0.77603
Unit Runoff (mm/hr).... 178.96763 212.18341 234.19418 220.83540 215.70233 211.80695
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.84190 0.00000 87.50942 0.00000 87.78988
Total Losses (mm)...... 0.00000 2.03593 0.00000 2.04618 0.00000 2.03902
Remaining Depth (mm)... 0.00000 0.12216 0.00000 0.44440 0.00000 0.17110
Peak Runoff Rate (cms). 0.00000 0.61712 0.00000 1.22783 0.00000 1.05277
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.98025 90.14194 90.01500 90.03684 89.95803 90.12157
Peak Runoff Rate (cms). 0.68344 0.00076 0.07535 0.00188 0.14766 0.14582
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.98025 90.14194 90.01500 90.03684 89.95803 90.12157
Peak Runoff Rate (cms). 0.68344 0.00076 0.07535 0.00188 0.14766 0.14582
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) 89.98025 87.84420 90.01500 87.51194 89.95803 88.02305
Peak Runoff Rate (cms). 0.68344 0.61789 0.07535 1.22971 0.14766 1.19858
Unit Runoff (mm/hr).... 219.54992 198.49073 227.93580 155.53631 214.40434 194.23617
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 83.52771 0.00000 87.83150 0.00000 87.94904
Total Losses (mm)...... 0.00000 2.05156 0.00000 2.03666 0.00000 2.01940
Remaining Depth (mm)... 0.00000 4.42074 0.00000 0.13184 0.00000 0.03155
Peak Runoff Rate (cms). 0.00000 0.60805 0.00000 0.95739 0.00000 0.30528
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.95803 90.00388 89.97593 90.05349 90.03100 0.00000
Peak Runoff Rate (cms). 0.23626 0.22219 0.60199 0.61492 0.31860 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.95803 90.00388 89.97593 90.05349 90.03100 0.00000
Peak Runoff Rate (cms). 0.23626 0.22219 0.60199 0.61492 0.31860 0.00902
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) 89.95803 84.17532 89.97593 88.60920 90.03100 87.94904
Peak Runoff Rate (cms). 0.23626 0.83024 0.60199 1.57232 0.31860 0.30528
Unit Runoff (mm/hr).... 214.40434 84.18442 218.52312 209.83672 231.30407 221.63465
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.90799 0.00000 87.93750 0.00000 87.85338
Total Losses (mm)...... 0.00000 2.02884 0.00000 2.02279 0.00000 2.03505
Remaining Depth (mm)... 0.00000 0.06317 0.00000 0.03972 0.00000 0.11157
Peak Runoff Rate (cms). 0.00000 0.23899 0.00000 0.22276 0.00000 0.36983
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.03109 90.20264 90.02508 90.23177 89.98317 90.15081
Peak Runoff Rate (cms). 0.26127 0.00028 0.22824 0.00026 0.40652 0.00045
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.03109 90.20264 90.02508 90.23177 89.98317 90.15081
Peak Runoff Rate (cms). 0.26127 0.00028 0.22824 0.00026 0.40652 0.00045
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 90.03109 87.91028 90.02508 87.93979 89.98317 87.85568
Peak Runoff Rate (cms). 0.26127 0.23927 0.22824 0.22302 0.40652 0.37029
Unit Runoff (mm/hr).... 231.32065 211.84670 230.14379 218.80347 220.25094 200.62028
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.87040 0.00000 87.79026 0.00000 87.73545
Total Losses (mm)...... 0.00000 2.03354 0.00000 2.03900 0.00000 2.04124
Remaining Depth (mm)... 0.00000 0.09607 0.00000 0.17074 0.00000 0.22332
Peak Runoff Rate (cms). 0.00000 0.17954 0.00000 0.19308 0.00000 0.21963
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.98707 90.16525 89.99567 90.10947 90.12078 90.08493
Peak Runoff Rate (cms). 0.18890 0.00022 0.07997 0.00025 0.00651 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.98707 90.16525 89.99567 90.10947 90.12078 90.08493
Peak Runoff Rate (cms). 0.18890 0.00022 0.07997 0.00025 0.00651 0.00029
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 89.98707 87.87269 89.99567 87.79258 90.12078 87.73780
Peak Runoff Rate (cms). 0.18890 0.17976 0.07997 0.19333 0.00651 0.21992
Unit Runoff (mm/hr).... 221.19341 203.91361 223.29228 189.67560 236.30116 181.43832
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.56696 0.00000 87.99709 0.00000 87.91742
Total Losses (mm)...... 0.00000 2.04529 0.00000 1.99442 0.00000 2.02722
Remaining Depth (mm)... 0.00000 0.38775 0.00000 0.00849 0.00000 0.05536
Peak Runoff Rate (cms). 0.00000 0.74926 0.00000 0.03826 0.00000 0.10599
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.87773 90.04502 89.93848 90.15185 90.04258 90.21261
Peak Runoff Rate (cms). 0.92998 0.00111 0.63111 0.00004 0.10921 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.87773 90.04502 89.93848 90.15185 90.04258 90.21261
Peak Runoff Rate (cms). 0.92998 0.00111 0.63111 0.00004 0.10921 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 89.87773 87.56944 89.93848 87.99925 90.04258 87.91971
Peak Runoff Rate (cms). 0.92998 0.75037 0.63111 0.03830 0.10921 0.10611
Unit Runoff (mm/hr).... 198.57971 161.17598 210.17928 231.73031 233.19718 213.99948
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.90349 0.00000 87.83491 0.00000 87.81150
Total Losses (mm)...... 0.00000 2.02954 0.00000 2.03643 0.00000 2.03789
Remaining Depth (mm)... 0.00000 0.06697 0.00000 0.12866 0.00000 0.15061
Peak Runoff Rate (cms). 0.00000 0.24946 0.00000 0.40698 0.00000 0.63243
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.00968 90.19780 89.96912 90.13686 89.96235 90.12150
Peak Runoff Rate (cms). 0.26229 0.00029 0.44222 0.00050 0.71198 0.00080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.00968 90.19780 89.96912 90.13686 89.96235 90.12150
Peak Runoff Rate (cms). 0.26229 0.00029 0.44222 0.00050 0.71198 0.00080
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 90.00968 87.90579 89.96912 87.83721 89.96235 87.81381
Peak Runoff Rate (cms). 0.26229 0.24976 0.44222 0.40749 0.71198 0.63322
Unit Runoff (mm/hr).... 226.69190 210.84401 216.92828 197.22609 215.37617 193.16152
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # ##### # |
| # # |
MM/HR | # # |
| # ##### |
| # # |
100.000 = # # =
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
| # # |
| # ###### |
50.000 = # # =
##### # |
# ##### |
# # |
# ##### |
# ##### |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 12.5122 31.2805 705.0000
N2 9.8424 24.6060 0.0000
N3 43.2627 50.0000 0.0000
N4 28.2264 50.0000 0.0000
N5 35.7457 50.0000 0.0000
N6 29.8638 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 44.8396 50.0000 0.0000
N12 39.1020 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 32.7856 50.0000 0.0000
N15 6.7976 16.9941 0.0000
N24 16.2849 40.7123 0.0000
N25 28.8514 50.0000 0.0000
N26 21.3824 50.0000 0.0000
N27 13.4081 33.5203 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 31.9502 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 24.1377 50.0000 0.0000
N35 22.2121 50.0000 0.0000
N36 42.8314 50.0000 0.0000
N37 28.0506 50.0000 0.0000
N38 19.6057 49.0142 0.0000
N39 39.1094 50.0000 0.0000
N41 19.6152 49.0380 0.0000
N42 20.5098 50.0000 0.0000
N43 33.0907 50.0000 0.0000
N44 38.1485 50.0000 0.0000
N45 32.1422 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 21.4847 50.0000 0.0000
N47 17.6449 44.1122 0.0000
N48 29.1045 50.0000 0.0000
N49 37.7493 50.0000 0.0000
N50 31.6514 50.0000 0.0000
N51 23.5581 50.0000 0.0000
N52 25.2579 50.0000 0.0000
N53 17.5515 43.8786 0.0000
N54 26.7257 50.0000 0.0000
N55 0.6191 1.5477 18520.0000
N56 1.2993 3.2483 5.0000
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 30.2272 50.0000 0.0000
N62 29.6228 50.0000 0.0000
N63 0.5438 1.3595 2370.0000
N64 25.0116 50.0000 0.0000
N65 28.0173 50.0000 0.0000
N66 25.5937 50.0000 0.0000
N67 13.2052 33.0129 0.0000
N68 10.1598 25.3996 0.0000
D1 9.7987 24.4968 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.6778 3.6778 10.1211 0.0833 0.0110 0.1169 Normal Soln
L2 3.9805 3.9805 11.8400 0.0000 0.0092 0.0854 Normal Soln
L3 6.0177 6.0177 26.8688 0.0000 0.0115 0.1252 Normal Soln
L4 5.4331 5.4331 22.8328 0.0000 0.0155 0.3435 Normal Soln
L5 3.3860 3.3860 12.8824 0.0000 0.0138 0.3995 Normal Soln
L6 3.5858 3.5858 16.3730 0.0000 -0.0215 0.1501 Normal Soln
L7 3.4789 3.4789 44.3769 4.8333 -0.0278 0.1000 Normal Soln
L8 2.9866 2.9866 50.0000 210.9167 -0.0374 0.1301 Normal Soln
L9 5.1936 5.1936 19.1622 0.0000 0.0200 1.2118 Normal Soln
L10 3.7906 3.7906 20.6812 3.2500 0.0185 0.0279 Normal Soln
L11 5.8516 5.8516 50.0000 0.0000 0.1030 0.0759 Normal Soln
L12 5.0967 5.0967 50.0000 0.0000 0.1572 0.0948 Normal Soln
L13 5.6968 5.6968 50.0000 0.0000 0.1631 0.1690 Normal Soln
L14 4.0459 4.0459 12.3028 0.0000 0.0982 2.1856 Normal Soln
L15 4.8309 4.8309 20.3673 0.0000 0.1236 0.1889 Normal Soln
L24 7.2242 7.2242 24.8397 0.0000 0.0655 0.1653 Normal Soln
L25 5.1640 5.1640 21.3004 0.0000 0.0814 0.1024 Normal Soln
L26 4.3319 4.3319 13.2533 0.0000 0.0455 0.2461 Normal Soln
L27 4.4807 4.4807 15.6160 0.0000 0.0601 0.0261 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0074 0.0173 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0130 0.0423 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0116 0.0506 Normal Soln
L31 36.2066 36.2066 50.0000 0.0000 0.0261 0.1040 Normal Soln
L32 6.5886 6.5886 21.1940 0.0000 0.0230 0.8321 Normal Soln
L33 6.4489 6.4489 25.5157 0.0000 0.0078 0.0858 Normal Soln
L34 6.4108 6.4108 44.7589 0.0000 0.0295 0.3482 Normal Soln
L35 8.6425 8.6425 27.0337 0.0000 0.0314 0.0624 Normal Soln
L36 6.2434 6.2434 12.3477 0.0000 0.0349 0.0161 Normal Soln
W2637 8.4995 8.4995 39.4385 0.0000 0.0016 0.0061 Normal Soln
L37 7.7308 7.7308 37.6083 0.0000 0.0212 0.0375 Normal Soln
L38 4.0872 4.0872 15.3144 0.0000 0.0530 0.9339 Normal Soln
L39 2.8787 2.8787 11.6921 0.0000 -0.0503 0.0857 Normal Soln
L41 15.2502 15.2502 50.0000 0.0000 0.0458 0.7667 Normal Soln
4243 20.3230 20.3230 50.0000 0.0000 0.0387 0.3391 Normal Soln
4344 16.2829 16.2829 50.0000 0.0000 0.0357 0.3270 Normal Soln
6869 5.8029 5.8029 36.9627 0.0000 0.0347 0.5649 Normal Soln
4445 9.3890 9.3890 50.0000 0.0000 0.0396 0.2252 Normal Soln
4546 7.0163 7.0163 23.8597 0.0000 0.0449 0.1979 Normal Soln
4647 5.2010 5.2010 18.6719 0.0000 0.0453 0.9860 Normal Soln
4754 8.6984 8.6984 35.7626 0.0000 0.0456 0.2964 Normal Soln
4849 5.0314 5.0314 13.3186 0.0000 0.0081 0.0583 Normal Soln
4950 2.4344 2.4344 8.6350 0.0000 0.0080 0.0697 Normal Soln
5051 7.3366 7.3366 19.1394 0.0000 -0.0192 0.0945 Normal Soln
5152 2.1419 2.1419 6.5678 0.0000 -0.0150 0.1432 Normal Soln
5253 6.8594 6.8594 17.6478 0.0000 0.0149 0.1241 Normal Soln
5354 7.9062 7.9062 50.0000 0.0000 0.0217 0.0741 Normal Soln
5462 3.1413 3.1413 43.8339 0.0000 0.0600 0.2233 Normal Soln
5657 6.5690 6.5690 11.6812 0.0000 0.0021 0.0072 Normal Soln
5758 45.3295 45.3295 50.0000 0.0000 0.0029 0.0094 Normal Soln
5859 8.6338 8.6338 20.3934 0.0000 0.0046 0.0696 Normal Soln
5960 9.1431 9.1431 21.3788 0.0000 0.0050 0.0594 Normal Soln
6061 9.4377 9.4377 50.0000 0.0000 0.0053 0.0302 Normal Soln
6162 9.1375 9.1375 22.1713 0.0000 -0.0285 0.0745 Normal Soln
6465 8.7596 8.7596 33.6713 0.0000 0.0433 0.2634 Normal Soln
6566 9.2636 9.2636 46.7078 0.0000 0.0291 0.4143 Normal Soln
6667 14.0485 14.0485 50.0000 0.0000 0.0273 0.4882 Normal Soln
L595 1.5660 1.5660 38.2707 0.0000 0.0800 0.4368 Normal Soln
5556ova 6.6033 6.6033 10.4384 0.0000 0.0036 0.1019 Normal Soln
5556unda 3.0109 3.0109 7.9244 0.0000 -0.0076 2.0359 Normal Soln
5663ova 39.5924 39.5924 50.0000 0.0000 0.0033 0.1071 Normal Soln
5663und 15.0478 15.0478 38.4245 0.0000 0.0064 2.2888 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0030 0.0087 Normal Soln
6364und 14.7386 14.7386 28.0866 0.0000 -0.0789 3.4926 Normal Soln
6264ova 4.7646 4.7646 10.8347 0.0000 0.0193 0.1676 Normal Soln
6264und 1.0831 1.0831 2.5590 70.0000 0.0092 2.0937 Normal Soln
6768ova 3.5473 3.5473 7.7210 0.0000 0.0266 0.9506 Normal Soln
6768und 1.4905 1.4905 4.1781 70.9167 0.0060 2.0606 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
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/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.03*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.03 /
6566/ 0.03 / 6667/ 0.03 / L595/ 0.03*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.41 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.23 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.07 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.42 /
6566/ 0.23 / 6667/ 0.04 / L595/ 0.07 /
5556ova/ 0.00 / 5556unda/ 0.31 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.33 / 6768ova/ 0.00 /
6768und/ 0.54 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.04 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.28 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.97 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.50 /
L30/ 2.55 / L31/ 2.20 / L32/ 0.89 /
L33/ 0.07 / L34/ 4.51 / L35/ 0.76 /
L36/ 0.52 / W2637/ 0.01 / L37/ 1.75 /
L38/ 2.26 / L39/ 2.39 / L41/ 2.02 /
4243/ 1.52 / 4344/ 1.48 / 6869/ 2.68 /
4445/ 2.63 / 4546/ 0.76 / 4647/ 2.42 /
4754/ 1.50 / 4849/ 0.24 / 4950/ 0.54 /
5051/ 0.28 / 5152/ 0.55 / 5253/ 0.22 /
5354/ 1.44 / 5462/ 2.96 / 5657/ 0.16 /
5758/ 0.26 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.43 / 6162/ 0.04 / 6465/ 0.86 /
6566/ 1.22 / 6667/ 4.24 / L595/ 4.50 /
5556ova/ 0.01 / 5556unda/ 0.15 / 5663ova/ 0.04 /
5663und/ 0.15 / 6364ova/ 0.05 / 6364und/ 0.28 /
6264ova/ 0.01 / 6264und/ 0.56 / 6768ova/ 0.01 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.00 / N68/ 11.06 /
D1/ 21.21 /
Junction/ Max Volume
N1/ 0.83 / N2/ 0.65 / N3/ 0.75 /
N4/ 0.99 / N5/ 0.95 / N6/ 0.72 /
N7/ 1.27 / N8/ 1.80 / N9/ 2.23 /
N10/ 1.90 / N11/ 0.94 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.69 / N15/ 0.50 /
N24/ 0.70 / N25/ 0.65 / N26/ 1.05 /
N27/ 0.61 / N28/ 0.36 / N29/ 0.46 /
N30/ 0.47 / N31/ 0.81 / N32/ 1.15 /
N33/ 0.38 / N34/ 0.96 / N35/ 0.97 /
N36/ 0.72 / N37/ 1.03 / N38/ 1.33 /
N39/ 1.28 / N41/ 1.26 / N42/ 1.27 /
N43/ 1.15 / N44/ 1.22 / N45/ 1.48 /
N69/ 1.87 / N46/ 1.81 / N47/ 1.80 /
N48/ 0.54 / N49/ 0.71 / N50/ 0.79 /
N51/ 1.05 / N52/ 1.19 / N53/ 1.59 /
N54/ 1.94 / N55/ 1.11 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.18 / N59/ 0.21 /
N60/ 0.13 / N61/ 0.62 / N62/ 2.20 /
N63/ 1.32 / N64/ 1.24 / N65/ 1.74 /
N66/ 2.01 / N67/ 2.16 / N68/ 1.87 /
D1/ 2.37 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.30 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.14 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.25 /
4445/ 0.18 / 4546/ 0.06 / 4647/ 0.20 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.04 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.22 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.12 / 6667/ 0.69 / L595/ 0.34 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.66 / L6/ 18.89 /
L7/ 69.65 / L8/ 143.57 / L9/ 0.31 /
L10/ 26.23 / L11/ 83.28 / L12/ 159.18 /
L13/ 207.14 / L14/ 0.29 / L15/ 4.13 /
L24/ 0.79 / L25/ 1.03 / L26/ 0.87 /
L27/ 2.23 / L28/ 1.93 / L29/ 5.74 /
L30/ 28.81 / L31/ 12.18 / L32/ 1.24 /
L33/ 0.01 / L34/ 5.17 / L35/ 1.24 /
L36/ 0.63 / W2637/ 0.00 / L37/ 4.19 /
L38/ 3.41 / L39/ 3.71 / L41/ 7.89 /
4243/ 5.95 / 4344/ 4.59 / 6869/ 4.96 /
4445/ 6.07 / 4546/ 1.50 / 4647/ 4.05 /
4754/ 3.21 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.18 /
5354/ 3.50 / 5462/ 2.65 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 1.99 /
6566/ 4.05 / 6667/ 34.32 / L595/ 2.02 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.15 /
6264ova/ 0.00 / 6264und/ 0.68 / 6768ova/ 0.00 /
6768und/ 0.47 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.01 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.84 4546/ 89.84/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 88.00 6667/ 88.00/ 88.00 L595/ 88.94/ 88.79/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.79/ 88.77 6768ova/ 87.94/ 87.94/
6768und/ 88.00/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 19267
Total number of time steps during simulation.... 11341
Ratio of actual # of time steps / NTCYC......... 2.625
Average number of iterations per time step...... 1.699
Average time step size(seconds)................ 1.905
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.866
Average minimum implicit time step (sec)........ 2.497
Average minimum junction time step (sec)........ 2.497
Average Courant Factor Tf....................... 2.497
Number of times omega reduced................... 248
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.10 12524 0 12 1 0 0
N2 0 1.12 12722 5 8 0 0 0
N3 0 1.11 12598 0 8 0 0 0
N4 0 1.13 12771 0 6 0 0 0
N5 0 1.23 13931 0 12 1 0 0
N6 0 1.55 17559 0 11 1 0 0
N7 0 2.27 25692 0 14 9 0 0
N8 0 2.99 33897 119 15 59 0 0
N9 0 2.40 27178 28 14 22 0 0
N10 0 1.13 12767 1 8 0 0 0
N11 0 1.60 18128 0 31 1 1 0
N12 0 2.43 27541 0 13 1 0 0
N13 0 2.78 31566 0 8 0 0 0
N14 0 2.17 24563 6 10 1 0 0
N15 0 1.08 12243 0 7 0 0 0
N24 0 1.12 12688 0 14 1 0 0
N25 0 1.09 12413 0 6 0 0 0
N26 0 1.25 14157 1 10 1 0 0
N27 0 1.13 12847 0 7 0 0 0
N28 0 1.07 12139 0 5 0 0 0
N29 0 1.11 12569 1 13 1 0 0
N30 0 1.15 13058 0 14 1 0 0
N31 0 1.09 12351 0 15 2 0 0
N32 0 1.11 12585 0 7 0 0 0
N33 0 1.09 12418 0 7 0 0 0
N34 0 1.15 13075 0 7 0 0 0
N35 0 1.21 13733 0 6 0 0 0
N36 0 1.12 12697 1 7 0 0 0
N37 0 1.17 13255 0 10 1 0 0
N38 0 1.21 13765 0 19 1 0 0
N39 0 1.14 12927 0 9 0 0 0
N41 0 1.17 13247 1 9 0 0 0
N42 0 1.17 13286 2 18 1 0 0
N43 0 1.16 13170 0 7 0 0 0
N44 0 1.16 13171 0 7 0 0 0
N45 0 1.16 13138 0 6 0 0 0
N69 0 1.26 14265 1 8 0 0 0
N46 0 1.20 13559 0 7 0 0 0
N47 0 1.18 13397 0 6 0 0 0
N48 0 1.15 13023 0 5 0 0 0
N49 0 1.48 16745 0 7 0 0 0
N50 0 1.42 16062 0 6 0 0 0
N51 0 1.77 20053 0 7 0 0 0
N52 0 1.74 19782 0 6 0 0 0
N53 0 1.90 21544 1 7 0 0 0
N54 0 1.97 22366 1 9 0 0 0
N55 0 1.13 12793 1 8 0 0 0
N56 0 1.30 14773 2 11 1 0 0
N57 0 1.10 12483 0 6 0 0 0
N58 0 1.10 12427 0 29 1 1 0
N59 0 1.11 12549 1 7 0 0 0
N60 0 1.11 12590 0 7 0 0 0
N61 0 1.31 14834 0 6 0 0 0
N62 0 2.40 27229 0 7 0 0 0
N63 0 1.34 15207 8 28 51 2 0
N64 0 1.33 15121 2 24 40 0 0
N65 0 1.17 13243 0 6 0 0 0
N66 0 1.25 14210 0 6 0 0 0
N67 0 1.36 15451 0 9 0 0 0
N68 0 1.30 14730 0 7 0 0 0
D1 0 2.05 23265 66 9 0 0 0
Total number of iterations for all junctions.. 970070
Minimum number of possible iterations......... 691801
Efficiency of the simulation.................. 1.40
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 103.6561 0 25 0.0000 6.3439 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3641 0 25 0.0000 7.6359 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1282 0 25 0.0000 8.8718 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4546 0 25 0.0000 9.5454 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9910 0 25 0.0000 10.0090 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5847 0 25 0.0000 10.4153 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5978 0 25 0.0000 10.4022 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5996 0 25 0.0000 10.4004 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6008 0 25 0.0000 10.3992 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8983 0 25 0.0000 11.1017 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6379 0 25 0.0000 12.3621 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6405 0 25 0.0000 12.3595 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6415 0 25 0.0000 12.3585 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6426 0 25 0.0000 12.3574 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9612 0 25 0.0000 15.0388 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7272 0 26 0.0000 15.2728 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2434 0 25 0.0000 15.7566 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8988 0 26 0.0000 16.1012 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3500 0 26 0.0000 16.6500 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8623 0 26 0.0000 9.1377 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9556 0 26 0.0000 6.0444 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9717 0 29 0.0000 4.0283 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3134 0 31 0.0000 11.6866 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9466 0 34 0.0000 14.0534 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8924 0 25 0.0000 12.1076 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0297 0 34 0.0000 14.9703 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9379 0 35 0.0000 15.0621 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6986 0 35 0.0000 16.3014 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3425 0 28 0.0000 16.6575 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3261 0 28 0.0000 16.6739 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2639 0 28 0.0000 16.7361 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1434 0 28 0.0000 16.8566 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7516 0 29 0.0000 17.2484 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7985 0 29 0.0000 18.2015 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2188 0 36 0.0000 18.7812 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1829 0 37 0.0000 18.8171 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.5473 0 40 0.0000 20.4527 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1453 0 38 0.0000 18.8547 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1244 0 37 0.0000 8.8756 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1224 0 37 0.0000 7.8776 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.1186 0 38 0.0000 7.8814 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.1181 0 38 0.0000 7.8819 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1170 0 38 0.0000 7.8830 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1169 0 37 0.0000 7.8831 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1168 0 37 0.0000 7.8832 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1167 0 37 0.0000 7.8833 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0272 0 25 0.0000 9.9728 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5483 0 25 0.0000 10.4517 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2554 0 25 0.0000 10.7446 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6189 0 26 0.0000 6.3811 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8061 0 25 0.0000 7.1939 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2931 0 26 0.0000 7.7069 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1164 0 37 0.0000 7.8836 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1156 0 37 0.0000 7.8844 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0668 0 25 0.0000 1.9332 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.8719 0 39 0.0000 9.1281 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8202 0 39 0.0000 9.1798 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7890 0 39 0.0000 9.2110 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7661 0 39 0.0000 9.2339 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.7072 0 40 0.0000 9.2928 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1153 0 37 0.0000 18.8847 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.3405 0 25 1.0374 0 25 0.0563 103.6560 102.3641 .4130 .3271
L2 31.3792 2.1255 2000.000 1.3347 0 25 0.9293 0 25 0.0425 102.3641 101.1282 .3271 .3741
L3 21.1637 1.3610 2000.000 1.3247 0 25 0.5957 0 25 0.0626 101.1282 100.4546 .3741 .4973
L4 14.8201 1.0611 2000.000 2.5304 0 25 0.7007 0 25 0.1707 100.4546 99.9910 .4973 .4755
L5 14.1212 0.8828 2000.000 2.5187 0 25 0.7763 0 25 0.1784 99.9910 99.5847 .4755 .3624
L6 107.6004 6.2307 2000.000 2.5642 0 25 0.6235 0 25 0.0238 99.5847 99.5978 .3623 .6339
L7 212.9831 7.4760 2500.000 2.5849 0 25 0.2366 0 25 0.0121 99.5978 99.5996 .5071 .7198
L8 226.7844 7.2108 2500.000 2.9015 0 25 0.1396 0 25 0.0128 99.5996 99.6007 .7198 .8923
L9 5.4768 0.2939 750.0000 2.8348 0 25 0.5220 0 25 0.5176 99.6008 99.4105 .5077 .2673
L10 230.8083 6.4937 2000.000 2.8341 0 26 0.4836 0 26 0.0123 98.8982 97.6379 .0991 .4689
L11 134.5580 5.4449 2000.000 2.8457 0 26 0.2966 0 26 0.0211 97.6379 97.6405 .4689 .7703
L12 167.9513 6.1274 2500.000 2.8715 0 26 0.1946 0 26 0.0171 97.6405 97.6415 .6162 .8566
L13 106.1819 4.1030 2750.000 3.9317 0 25 0.2212 0 25 0.0370 97.6415 97.6426 .7787 .9791
L14 3.7006 0.2681 800.0000 3.9002 0 25 0.8128 0 25 1.0540 97.6426 97.5305 .6282 .5007
L15 41.4767 1.7783 1500.000 3.8940 0 26 0.6383 0 25 0.0939 94.9612 94.7272 .3341 .4648
L24 46.8109 1.7908 2000.000 3.8684 0 26 0.8056 0 26 0.0826 94.7272 94.2434 .3486 .3267
L25 97.5504 2.8628 2500.000 4.9969 0 25 0.7512 0 25 0.0512 94.2434 93.8988 .2614 .4195
L26 39.8090 1.2386 3000.000 4.8680 0 26 1.1328 0 26 0.1223 93.8988 93.3500 .3496 .2033
L27 416.5903 6.9969 3500.000 4.8614 0 26 0.9288 0 16 0.0117 93.3500 93.3261 .1743 .3789
L28 142.9406 2.4129 2000.000 1.2335 0 26 0.7306 0 25 0.0086 120.8623 113.9556 .1811 .2278
L29 111.2914 2.2238 2000.000 2.3466 0 26 1.0638 0 26 0.0211 113.9556 105.9717 .2278 .2359
L30 121.4510 2.4983 2000.000 3.0790 0 29 0.7034 0 24 0.0254 105.9717 98.3134 .2359 .4067
L31 81.3908 1.8198 2000.000 4.2397 0 31 0.5436 0 18 0.0521 98.3134 95.9466 .4067 .5733
L32 10.6189 1.0497 1500.000 4.4195 0 34 0.9908 0 34 0.4162 95.9466 95.0297 .7644 .6398
L33 13.2107 0.8025 900.0000 0.4927 0 25 0.3919 0 25 0.0373 97.8924 97.3345 .4249 .2384
L34 27.1462 0.7567 2000.000 4.6547 0 34 0.3910 0 34 0.1715 95.0297 94.9379 .4798 .4840
L35 151.1332 2.3985 2800.000 4.6532 0 35 0.7953 0 35 0.0308 94.9379 93.6986 .3457 .2566
L36 604.2278 7.2058 3400.000 4.8564 0 35 1.4626 0 15 0.0080 93.6986 93.3425 .2114 .3037
W2637 41.0450 1.2356 2000.000 0.1239 0 26 0.2543 0 26 0.0030 93.8988 93.7021 .0894 .0411
L37 268.7941 4.1638 3600.000 4.9142 0 34 0.6249 0 44 0.0183 93.3425 93.3261 .2868 .3684
L38 20.3679 0.8611 2000.000 9.3873 0 27 0.9143 0 25 0.4609 93.3261 93.2639 .6630 .6420
L39 220.6626 2.1612 4000.000 -9.3583 0 27 -0.8553 0 26 -0.0424 93.2639 93.1434 .2710 .2908
L41 24.3580 0.8853 2000.000 9.3027 0 28 0.7060 0 28 0.3819 93.1434 92.7516 .6317 .6358
4243 57.3946 1.4914 2000.000 9.7417 0 29 0.7402 0 35 0.1697 92.7516 91.7985 .6358 .5743
4344 63.4676 1.7564 2000.000 9.9487 0 31 0.8635 0 28 0.1568 91.7985 91.2188 .5743 .6094
6869 43.1813 0.6276 2800.000 12.1698 0 40 0.5413 0 40 0.2818 89.7072 89.5473 .6669 .6669
4445 86.8567 1.9041 2500.000 9.3541 0 31 0.6328 0 26 0.1077 91.2188 91.1829 .4875 .5931
4546 96.3889 3.0307 2500.000 9.2192 0 34 1.0498 0 16 0.0956 91.1829 91.1453 .5931 .7221
4647 19.5453 0.7456 2500.000 9.1279 0 35 1.0711 0 22 0.4670 91.1453 91.1244 .7221 .7218
4754 69.8137 1.6227 2500.000 9.2111 0 36 0.8670 0 21 0.1319 91.1244 91.1167 .7218 .7747
4849 68.7768 2.2981 2000.000 1.6746 0 25 0.9010 0 25 0.0243 91.1224 91.1186 .2712 .3543
4950 88.3261 2.2234 2360.000 1.6939 0 25 0.6955 0 25 0.0192 91.1186 91.1181 .3003 .3339
5051 69.6722 2.5632 2000.000 2.3975 0 25 0.9927 0 24 0.0344 91.1181 91.1170 .3940 .5235
5152 86.0599 3.2001 2000.000 2.2271 0 25 0.9136 0 24 0.0259 91.1170 91.1169 .5235 .5934
5253 70.2593 2.7867 2000.000 2.3737 0 24 1.1333 0 18 0.0338 91.1169 91.1168 .5934 .7934
5354 215.9379 3.0206 2500.000 1.4672 0 18 0.4493 0 14 0.0068 91.1168 91.1167 .6347 .7427
5462 217.9611 2.6925 2500.000 10.4066 0 38 0.2738 2 40 0.0477 91.1167 91.1156 .7427 .8782
5657 69.9273 5.9238 Section 4
400.0000 0.2501 0 25 0.5136 0 25 0.0036 99.5483 99.2554 .0459 .0634
5758 51.4571 6.0705 500.0000 0.2404 0 25 0.1732 0 25 0.0047 99.2554 92.6189 .0507 .3577
5859 18.9395 2.2745 1000.000 0.6495 0 26 0.8828 0 26 0.0343 92.6189 91.8061 .1789 .2061
5960 27.1929 2.5298 1000.000 0.7772 0 25 0.7952 0 26 0.0286 91.8061 91.2931 .2061 .1331
6061 52.8129 3.1658 1000.000 0.7744 0 26 0.1998 0 25 0.0147 91.2931 91.1164 .1331 .6164
6162 84.2671 4.7255 2000.000 0.9102 0 26 1.3532 0 12 0.0108 91.1164 91.1156 .3082 1.097 *
6465 90.4168 2.4565 2400.000 11.8084 0 37 0.9504 0 23 0.1306 89.8719 89.8202 .5175 .7251
6566 57.6108 1.7304 2400.000 11.7514 0 38 0.7496 0 16 0.2040 89.8202 89.7890 .7251 .8371
6667 54.3218 0.8545 2400.000 12.2140 0 38 0.2828 0 8 0.2248 89.7890 89.7661 .8371 .8984
L595 217.9611 2.6925 2500.000 10.8100 0 37 0.1915 0 1 0.0496 91.1156 91.1153 .8782 .9461
5556ova 8.0165 3.7039 500.0000 0.4082 0 25 1.5328 0 25 0.0509 100.0272 99.5768 .3544 .3537
5556unda 0.2730 2.4721 375.0000 0.2257 0 25 2.0191 0 25 0.8267 100.0272 99.5483 2.952 2.875
5663ova 7.0634 3.0050 500.0000 0.3780 0 25 1.2013 0 25 0.0535 99.5483 98.1476 .2967 .2953
5663und 0.2114 1.9145 375.0000 0.2358 0 25 2.1601 0 25 1.1150 99.5483 97.3426 3.062 .9137
6364ova 109.2892 6.1392 1800.000 0.4738 0 25 0.7833 0 25 0.0043 97.0668 89.9555 .0371 .0308
6364und 0.6735 4.2350 450.0000 0.6285 0 14 3.9197 0 14 0.9331 97.0668 89.8719 2.926 2.759
6264ova 48.9163 1.4846 800.0000 4.0930 0 37 0.9230 0 37 0.0837 91.1153 91.0527 .2941 .2409
6264und 3.2349 3.4667 1090.000 3.3528 0 34 3.5173 0 33 1.0364 91.1153 89.8719 2.170 1.139
6768ova 22.4678 1.2234 600.0000 10.6759 0 39 1.2952 0 37 0.4752 89.7661 89.7072 .6102 .5453
6768und 3.2349 3.4667 1090.000 2.0480 0 26 2.1541 0 26 0.6331 89.7661 89.7072 1.657 1.713
FREE # 1 Undefnd Undefnd Undefn 12.1694 0 40
*==================================================*
| 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 0.3048 1.2924 0.7673
L2 0.0000 360.0000 0.0000 0.0000 0.3233 1.4383 0.6506
L3 0.0000 360.0000 0.0000 0.0000 0.4025 2.2263 0.5184
L4 0.0000 360.0000 0.0000 0.0000 0.4891 3.6142 0.6807
L5 0.0000 360.0000 0.0000 0.0000 0.4580 3.2561 0.6482
L6 0.0000 360.0000 0.0000 0.0000 0.4507 4.1196 0.6199
L7 0.0000 360.0000 0.0000 0.0000 0.7478 10.9275 0.3628
L8 0.0000 360.0000 0.0000 0.0000 1.0187 20.7926 0.2813
L9 0.0000 0.0000 0.0000 360.0000 0.1977 5.4318 0.1516
L10 0.0000 360.0000 0.0000 0.0000 0.3967 5.8617 0.2744
L11 0.0000 360.0000 0.0000 0.0000 0.6043 9.6081 0.3671
L12 0.0000 360.0000 0.0000 0.0000 0.8961 14.7765 0.3580
L13 0.0000 360.0000 0.0000 0.0000 0.8747 17.7794 0.5344
L14 0.0000 0.0000 0.0000 360.0000 0.2558 4.8004 0.3669
L15 0.0000 360.0000 0.0000 0.0000 0.4223 6.1071 0.3818
L24 0.0000 360.0000 0.0000 0.0000 0.3791 4.8055 0.5433
L25 0.0000 360.0000 0.0000 0.0000 0.5348 6.6627 0.6383
L26 0.0000 360.0000 0.0000 0.0000 0.5133 4.2979 0.9386
L27 0.0000 360.0000 0.0000 0.0000 0.4901 5.5567 0.8539
L28 0.0000 360.0000 0.0000 0.0000 0.2390 1.6928 0.2980
L29 0.0000 360.0000 0.0000 0.0000 0.3277 2.2327 0.4853
L30 0.0000 360.0000 0.0000 0.0000 0.3329 4.5529 0.4413
L31 0.0000 360.0000 0.0000 0.0000 0.3948 9.0804 0.4651
L32 0.0000 360.0000 0.0000 0.0000 0.4752 4.4603 1.0435
L33 0.0000 0.0000 0.0000 360.0000 0.1275 1.2571 0.1170
L34 0.0000 360.0000 0.0000 0.0000 0.5534 11.9063 0.3768
L35 0.0000 360.0000 0.0000 0.0000 0.2747 5.8509 0.6706
L36 0.0000 360.0000 0.0000 0.0000 0.2961 6.6030 0.7418
W2637 341.0833 0.0000 0.0000 18.9167 0.0788 0.4877 0.0331
L37 0.0000 360.0000 0.0000 0.0000 0.6292 9.1803 0.6601
L38 0.0000 360.0000 0.0000 0.0000 0.6386 10.4139 1.1786
L39 0.0000 134.9167 225.0833 0.0000 0.6834 11.0348 0.9539
L41 0.0000 360.0000 0.0000 0.0000 0.8049 13.1958 0.8931
4243 0.0000 360.0000 0.0000 0.0000 0.4942 13.1959 0.8932
4344 1.2083 358.7917 0.0000 0.0000 0.5134 12.1943 0.9481
6869 8.6667 351.3333 0.0000 0.0000 0.8484 22.4868 1.0103
4445 0.2083 359.7917 0.0000 0.0000 0.9103 18.5253 0.7129
4546 0.2083 359.7917 0.0000 0.0000 0.8565 15.1385 1.1071
4647 1.1250 358.8750 0.0000 0.0000 1.0010 14.7464 1.1229
4754 0.2083 359.7917 0.0000 0.0000 1.0313 25.4223 0.7258
4849 0.2083 359.7917 0.0000 0.0000 0.3666 4.0537 0.3521
4950 0.2917 359.7083 0.0000 0.0000 0.5247 5.6189 0.2795
5051 0.2083 359.7917 0.0000 0.0000 0.5889 7.9620 0.4113
5152 0.8750 359.1250 0.0000 0.0000 0.7208 10.5714 0.3708
5253 0.2083 359.7917 0.0000 0.0000 0.7811 12.7864 0.4462
5354 0.2083 356.0833 0.0000 3.7083 1.3169 44.4486 0.0836
5462 3.9583 356.0417 0.0000 0.0000 1.3492 57.1691 0.3687
5657 341.3167 18.6833 0.0000 0.0000 0.0164 0.4899 0.0111
5758 265.6667 94.3333 0.0000 0.0000 0.0854 1.3973 0.0175
5859 0.2083 359.7917 0.0000 0.0000 0.1458 0.7366 0.1696
5960 0.2083 359.7917 0.0000 0.0000 0.1138 0.9775 0.1347
6061 0.2083 359.7917 0.0000 0.0000 0.2293 4.2176 0.0682
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.4904 0.5087
6465 0.2083 359.7917 0.0000 0.0000 0.7365 13.0893 1.3470
6566 1.1250 358.8750 0.0000 0.0000 0.9892 21.1978 1.0402
6667 0.2083 359.7917 0.0000 0.0000 1.1027 48.2607 0.5275
L595 1.1250 358.8750 0.0000 0.0000 1.3823 68.8797 0.3575
5556ova 323.9000 24.2222 0.0000 11.8778 0.0790 0.2676 0.2700
5556unda 0.2083 58.9667 0.0000 300.8250 0.1119 0.1136 2.2062
5663ova 318.4167 0.0000 0.0000 41.5833 0.0796 0.3148 0.1777
5663und 0.2083 0.0000 0.0000 359.7917 0.1116 0.1091 1.6103
6364ova 334.0370 0.0000 0.0000 25.9630 0.0608 0.6049 0.0479
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 4.7802
6264ova 326.3000 0.0000 0.0000 33.7000 0.1402 4.4384 0.1974
6264und 1.5833 358.4167 0.0000 0.0000 0.3301 0.9572 6.2914
6768ova 296.1667 6.3000 0.0000 57.5333 0.2403 8.3271 0.4444
6768und 8.6250 351.3750 0.0000 0.0000 0.3315 0.9578 3.0077
*===========================================*
| 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 0.1045 2257.9186 0.0016 1.0000 0.3207 0.0934 0.2024 12.0679
L2 0.1047 2261.1350 0.0018 1.0000 0.2738 0.0933 0.2353 12.0679
L3 0.1048 2263.8381 0.0021 1.0000 0.1728 0.1160 0.3645 12.0679
L4 0.1976 4267.6378 0.0029 1.0000 0.1023 0.1553 0.6525 12.0679
L5 0.1980 4276.6523 0.0034 1.0000 0.0667 0.2448 1.0723 12.0679
L6 0.1980 4277.7162 0.0078 1.0000 0.0376 0.3394 2.4226 2.8291
L7 0.1980 4277.1464 0.0109 1.0000 0.0098 0.6194 7.7505 2.8160
L8 0.2225 4805.3642 0.0151 1.0000 0.0047 0.8716 16.0574 2.8158
L9 0.2225 4806.4102 0.0034 1.0000 0.2450 0.0535 1.0759 6.0340
L10 0.2226 4808.6342 0.0041 1.0000 0.0726 0.2643 3.7537 6.2418
L11 0.2222 4798.9889 0.0063 1.0000 0.0143 0.4995 6.8798 2.8206
L12 0.2211 4776.2513 0.0080 1.0000 0.0070 0.7902 11.7553 2.8184
L13 0.3040 6566.9021 0.0105 1.0000 0.0067 0.8522 14.1665 2.8210
L14 0.3035 6555.9636 0.0041 1.0000 0.2484 0.1210 0.9994 6.0339
L15 0.3040 6565.7262 0.0047 1.0000 0.1227 0.1347 1.4873 8.0696
L24 0.3043 6572.4400 0.0039 1.0000 0.2358 0.0994 0.8657 8.0452
L25 0.3985 8607.5992 0.0062 1.0000 0.1813 0.1433 1.3013 8.0658
L26 0.3978 8593.0652 0.0050 1.0000 0.2674 0.1498 0.8690 8.0452
L27 0.3985 8607.2743 0.0057 1.0000 0.1512 0.1784 1.3588 4.0226
L28 0.1219 2632.2716 0.0017 1.0000 0.3563 0.0752 0.3488 8.0452
L29 0.2273 4908.9894 0.0024 1.0000 0.2955 0.1019 0.5431 8.0452
L30 0.3870 8359.3250 0.0036 1.0000 0.2525 0.1585 1.2142 8.0452
L31 0.5457 11786.379 0.0057 1.0000 0.1578 0.1826 2.1082 8.0452
L32 0.5899 12742.079 0.0047 1.0000 0.2704 0.2131 1.1993 10.0565
L33 0.0339 731.8973 0.0008 1.0000 0.3443 0.0341 0.1673 12.0679
L34 0.6254 13509.712 0.0052 1.0000 0.0689 0.2563 4.0791 10.0565
L35 0.6268 13537.890 0.0048 1.0000 0.3138 0.1491 1.5065 10.0565
L36 0.6576 14203.116 0.0054 1.0000 0.5588 0.1243 1.2161 3.6204
W2637 0.0017 35.8293 0.0001 0.0853 0.0322 0.0026 0.0146 0.1000
L37 0.6613 14285.127 0.0055 1.0000 0.1795 0.2250 2.1732 3.6204
L38 1.0623 22946.455 0.0099 1.0000 0.1680 0.2565 2.4498 3.6204
L39 -1.0634 -22969.11 0.0098 1.0000 0.0000 0.2472 2.8439 8.0452
L41 1.0688 23086.881 0.0091 1.0000 0.1593 0.2739 3.3905 8.0453
4243 1.1334 24482.017 0.0095 0.9993 0.2314 0.2087 2.8923 5.0043
4344 1.1408 24641.245 0.0093 0.9971 0.2600 0.2050 2.9310 0.0747
6869 1.7630 38080.244 0.0107 0.9815 0.1235 0.3955 6.2212 0.1473
4445 1.1695 25261.248 0.0093 0.9994 0.1322 0.3082 5.1744 4.5542
4546 1.1934 25777.527 0.0098 0.9994 0.3055 0.2991 3.6605 3.2531
4647 1.1944 25799.960 0.0096 0.9974 0.1355 0.3775 4.0739 0.0508
4754 1.2141 26223.723 0.0101 0.9994 0.2468 0.3445 6.3966 3.2530
4849 0.1394 3010.8117 0.0021 0.9994 0.3049 0.0925 0.7811 3.2530
4950 0.1394 3010.9459 0.0031 0.9992 0.1334 0.1357 1.2320 2.9970
5051 0.1876 4051.4099 0.0033 0.9994 0.3381 0.1473 1.6640 3.2530
5152 0.1875 4049.0425 0.0056 0.9978 0.1361 0.1985 2.3903 0.8960
5253 0.2023 4368.7888 0.0042 0.9994 0.4884 0.2169 2.8921 3.2530
5354 0.2036 4397.2463 0.0073 0.9993 0.0600 0.3785 11.6933 3.1276
5462 1.4201 30673.152 0.0226 0.9914 0.1922 0.4508 16.0548 0.0809
5657 0.0043 92.3891 0.0003 0.0840 0.0909 0.0007 0.0198 0.0200
5758 0.0043 92.8041 0.0003 0.4268 0.0166 0.0136 0.2150 0.0350
5859 0.0418 902.0101 0.0010 0.9994 0.3759 0.0306 0.1259 3.9036
5960 0.0522 1128.0465 0.0009 0.9994 0.4217 0.0233 0.1536 3.2530
6061 0.0525 1134.1547 0.0010 0.9992 0.0814 0.0636 1.0114 2.9970
6162 0.0708 1529.1949 0.0028 0.9994 0.1656 0.1894 2.3120 3.2531
6465 1.6513 35667.221 0.0128 0.9994 0.3078 0.3024 4.0153 3.2530
6566 1.6524 35692.282 0.0126 0.9972 0.1638 0.4189 7.0508 0.0601
6667 1.7572 37956.332 0.0134 0.9994 0.0467 0.5261 17.2702 5.2049
L595 1.4900 32183.745 0.0447 0.9973 0.0988 0.5209 20.4238 0.0813
5556ova 0.0161 347.1147 0.0004 0.1642 0.1619 0.0095 0.0212 0.0201
5556unda 0.0331 715.1120 0.0003 0.9994 1.3576 0.0391 0.0310 0.9108
5663ova 0.0235 508.1041 0.0004 0.1935 0.1754 0.0108 0.0371 0.0201
5663und 0.0390 843.4664 0.0003 0.9994 1.2061 0.0449 0.0335 0.9108
6364ova 0.0159 343.3883 0.0004 0.1162 0.1377 0.0043 0.0425 0.0500
6364und 0.0817 1764.2575 0.0018 0.9994 1.1629 0.0681 0.0692 0.9108
6264ova 0.1828 3948.7430 0.0029 0.1784 0.1125 0.0161 0.4416 0.0200
6264und 1.3072 28236.173 0.0035 0.9964 0.6443 0.1866 0.4387 0.0140
6768ova 0.8537 18439.102 0.0080 0.3205 0.2238 0.0490 1.4677 0.0200
6768und 0.9079 19609.844 0.0033 0.9815 0.5283 0.1861 0.4779 0.0140
FREE # 1 1.7632 38084.170
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.3329 0.0000 1.2396 0.6023 0.7668 103.6548 102.3617 Max Flow
L2 1.3219 0.0000 0.9643 0.5262 0.6513 102.3619 101.1233 Max Flow
L3 1.3021 0.0000 0.4240 0.5223 0.7426 101.1236 100.4512 Max Flow
L4 2.5055 0.0000 0.4600 0.6094 0.9863 100.4516 99.9834 Max Flow
L5 2.4685 0.0000 0.3775 0.5265 0.9899 99.9838 99.5816 Max Flow
L6 2.4395 0.0000 0.0156 0.6035 0.5146 99.5816 99.5935 Max Flow
L7 2.3959 0.0000 0.0010 0.5522 0.4616 99.5935 99.5949 Max Flow
L8 2.7484 0.0000 0.0002 0.5594 0.4798 99.5949 99.5951 Max Flow
L9 2.7177 0.0000 0.1681 0.1974 0.5611 99.5951 99.4074 Max Flow
L10 2.7151 0.0000 0.0487 0.2299 0.1907 98.8934 97.6357 Max Flow
L11 2.6994 0.0000 0.0037 0.5172 0.4746 97.6358 97.6386 Max Flow
L12 2.6775 0.0000 0.0008 0.5947 0.5295 97.6386 97.6388 Max Flow
L13 3.8500 0.0000 0.0015 0.8358 0.7711 97.6389 97.6392 Max Flow
L14 3.7603 0.0000 0.0859 0.3998 0.6553 97.6392 97.5298 Max Flow
L15 3.7312 0.0000 0.2196 0.3031 0.4900 94.9505 94.7116 Max Flow
L24 3.6593 0.0000 0.4662 0.4699 0.6714 94.7117 94.2356 Max Flow
L25 4.8681 0.0000 0.2404 0.4917 0.6442 94.2360 93.8819 Max Flow
L26 4.6551 0.0000 0.4654 0.6030 1.1702 93.8819 93.3345 Max Flow
L27 4.6107 0.0000 0.0869 0.6260 0.5925 93.3349 93.2643 Max Flow
L28 1.1831 0.0000 4.8625 0.2606 0.3533 120.8549 113.9436 Max Flow
L29 2.2055 0.0000 7.1369 0.3261 0.4401 113.9414 105.9712 Max Flow
L30 3.0733 0.0000 2.9884 0.3517 0.4708 105.9712 98.3106 Max Flow
L31 4.2007 0.0000 0.7782 0.5294 0.8108 98.3106 95.9233 Max Flow
L32 4.4189 0.0000 0.8720 0.7663 1.1009 95.9465 95.0297 Max Flow
L33 0.4905 0.0000 0.5388 0.2141 0.3443 97.8920 97.3341 Max Flow
L34 4.6543 0.0000 0.0920 0.4222 0.9468 95.0297 94.9379 Max Flow
L35 4.6529 0.0000 1.1898 0.7404 0.8748 94.9379 93.6986 Max Flow
L36 4.8561 0.0000 0.1351 0.7183 0.7148 93.6986 93.2863 Max Flow
W2637 0.0937 0.0000 0.1869 0.0674 0.1347 93.8819 93.6874 Max Flow
L37 4.9141 0.0000 0.0370 0.6202 0.7392 93.2864 93.2636 Max Flow
L38 8.9702 0.0000 0.0559 0.9070 1.5535 93.3118 93.2515 Max Flow
L39 -0.0202 0.0000 -0.0105 0.0061 0.0196 92.1861 92.1967 Max Flow
L41 9.1245 0.0000 0.3860 0.7018 1.2513 93.1343 92.7503 Max Flow
4243 9.7167 0.0000 0.9333 0.8269 1.2351 92.7503 91.7978 Max Flow
4344 9.8389 0.0000 0.7155 0.8076 1.1263 91.7978 91.0640 Max Flow
6869 12.1666 0.0000 0.1601 0.8744 1.8671 89.7072 89.5471 Max Flow
4445 9.1764 0.0000 0.0809 0.5755 0.8683 91.0633 90.9923 Max Flow
4546 9.1873 0.0000 0.0533 0.9494 1.1717 91.1719 91.1311 Max Flow
4647 9.1108 0.0000 0.0226 0.8344 1.8370 91.1310 91.1081 Max Flow
4754 9.1244 0.0000 0.0100 0.7497 1.0931 91.1079 91.0994 Max Flow
4849 1.6621 0.0000 0.1789 0.3112 0.3952 90.9775 90.7934 Max Flow
4950 1.6551 0.0000 0.0325 0.2380 0.3214 90.7934 90.7668 Max Flow
5051 2.3180 0.0000 0.2998 0.3368 0.4202 90.7668 90.4460 Max Flow
5152 2.1767 0.0000 0.0520 0.2830 0.3301 90.4471 90.4148 Max Flow
5253 2.1850 0.0000 0.0544 0.3746 0.4333 90.4152 90.3884 Max Flow
5354 1.2442 0.0000 0.1642 0.0980 0.1537 89.6895 89.4701 Max Flow
5462 10.1796 0.0000 0.0019 0.3270 0.4593 91.1129 91.1119 Max Flow
5657 0.2433 0.0000 0.1555 0.0231 0.0176 99.5481 99.2545 Max Flow
5758 0.2235 0.0000 0.0478 0.0323 0.0235 99.2545 92.6115 Max Flow
5859 0.6002 0.0000 0.6283 0.1522 0.1708 92.6115 91.8022 Max Flow
5960 0.7333 0.0000 0.4880 0.1479 0.1720 91.8022 91.2887 Max Flow
6061 0.7123 0.0000 0.0133 0.1184 0.1278 91.2887 91.0250 Max Flow
6162 0.8150 0.0000 0.0120 0.4929 0.5237 91.0250 90.3883 Max Flow
6465 11.5806 0.0000 0.0946 1.0126 1.1101 89.8701 89.8196 Max Flow
6566 11.5996 0.0000 0.0383 1.0679 1.3286 89.8196 89.7888 Max Flow
6667 12.1578 0.0000 0.0238 0.8603 1.4307 89.7888 89.7661 Max Flow
L595 10.6284 0.0000 0.0007 0.3347 0.4737 91.1119 91.1113 Max Flow
5556ova 0.4025 0.0000 0.4466 0.2159 0.1758 100.0265 99.5758 Max Flow
5556unda 0.2255 0.1783 0.2996 0.3377 0.2599 100.0265 99.5481 Max Flow
5663ova 0.3757 0.0000 1.3951 0.1663 0.1473 99.5481 98.1473 Max Flow
5663und 0.2357 0.6035 1.6044 0.3426 0.3750 99.5481 97.3426 Max Flow
6364ova 0.4627 0.0000 7.0465 0.0562 0.0542 97.0664 89.9541 Max Flow
6364und 0.6276 1.5717 6.0805 1.2731 0.3440 97.0231 89.3694 Max Flow
6264ova 3.9541 0.0000 0.0470 0.1894 0.2582 91.1113 91.0494 Max Flow
6264und 3.3524 1.1360 0.1229 0.9917 0.9357 91.0981 89.8384 Max Flow
6768ova 10.6742 0.0000 0.0440 0.3180 0.4201 89.7661 89.7072 Max Flow
6768und 1.9953 0.3707 0.0436 0.7974 0.6192 89.4923 89.0774 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 165.0000 195.0000 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 245.0000 0.0000 115.0000 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 250.0000 0.0000 110.0000 0.0000 0.0000 0.0000 0.0000 None
L14 90.0000 270.0000 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 200.0000 160.0000 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 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 295.0000 10.0000 0.0000 0.0000 0.0000 55.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 265.0000 95.0000 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 195.0000 165.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 280.0000 40.0000 0.0000 0.0000 0.0000 40.0000 0.0000 None
W2637 10.0000 10.0000 340.0000 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 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 55.0000 305.0000 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 185.0000 175.0000 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 55.0000 305.0000 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 310.0000 10.0000 0.0000 30.0000 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 315.0000 0.0000 0.0000 40.0000 5.0000 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 320.0000 0.0000 0.0000 0.0000 40.0000 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 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 135.0000 0.0000 5.0000 220.0000 0.0000 None
6768ova 15.0000 45.0000 300.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 45.0000 105.0000 0.0000 60.0000 150.0000 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 356.5833 356.5833 0.0000 0.0000
L3 358.6667 358.6667 0.0000 0.0000
L4 297.9417 297.9750 0.0000 0.0000
L5 0.0000 321.6167 0.0000 0.0000
L6 0.0000 350.2708 0.0000 0.0000
L7 0.0000 341.3750 0.0000 0.0000
L8 0.0000 344.3750 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.5833 0.0000 0.0000
L12 0.0000 347.7500 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 12.9009 14.0370 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 334.0417 359.9583 0.0000 0.0000
L28 164.2917 165.4583 0.0000 0.0000
L29 333.5833 333.5833 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 27.0556 27.0556 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.1250 351.7917 0.0000 0.0000
L35 6.5000 6.5000 0.0000 0.0000
L36 77.6944 77.7500 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 295.3792 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 11.8667 52.4583 0.0000 0.0000
4243 26.7917 26.7917 0.0833 0.0000
4344 36.2583 36.2583 0.0417 0.0000
6869 4.2181 20.3861 0.0000 0.0000
4445 279.3333 356.6667 0.0000 0.0000
4546 10.0208 62.2292 2.0000 0.0000
4647 0.0000 40.1958 0.0000 0.0000
4754 4.8958 71.0833 0.0000 0.0000
4849 5.9500 46.5000 0.0000 0.0000
4950 274.8958 359.7917 1.0000 0.0000
5051 7.1333 55.0417 0.0000 0.0000
5152 283.9167 359.7917 1.0833 0.0000
5253 11.1736 69.0972 0.0000 0.0000
5354 275.6458 349.9167 1.0417 0.0000
5462 269.8056 353.4583 0.0000 0.0000
5657 338.0000 338.0000 11.8667 0.0000
5758 342.9167 342.9167 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 312.5000 347.3333 3.3750 0.0000
6465 208.5167 275.9583 0.2917 0.0000
6566 13.3417 358.7500 0.0833 0.0000
6667 0.1667 350.5000 0.0000 0.0000
L595 203.2500 356.3333 2.0833 0.0000
5556ova 335.0056 335.4667 24.2417 0.0000
5556unda 1.1333 18.6917 311.4333 0.0000
5663ova 0.2500 0.2500 0.0000 0.0000
5663und 0.0000 0.0000 311.2583 0.0000
6364ova 0.0000 0.0000 345.7963 0.0000
6364und 285.9167 286.0417 11.2500 0.0000
6264ova 0.0000 0.0000 296.2333 0.0000
6264und 1.9583 273.8194 0.0000 0.0000
6768ova 0.0000 0.0000 270.3542 0.0000
6768und 0.0000 256.9444 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 0.3883 1.1114 0.3737 0.0325 1.2936 0.0144 0.0837 1.1639 0.0385 0.8784 12.2210 0.4045 0.7556
L2 0.0000 0.9308 0.0000 0.0000 1.3347 0.0000 0.0000 1.4340 0.0000 0.0000 15.7736 0.0000 0.6983
L3 0.0000 0.5957 0.0000 0.0000 1.3247 0.0000 0.0000 2.2240 0.0000 0.0000 35.5835 0.0000 0.8683
L4 0.2421 0.7272 0.2622 0.0144 2.4783 0.0377 0.0595 3.4082 0.1436 0.9528 54.5318 2.2978 0.9747
L5 0.0000 0.7747 0.0000 0.0000 2.5187 0.0000 0.0000 3.2514 0.0000 0.0000 32.5139 0.0000 0.8551
L6 0.1567 0.7421 0.2310 0.0868 2.4035 0.0739 0.5539 3.2386 0.3200 5.6496 33.0334 3.2642 1.0097
L7 0.0272 0.2460 0.0563 0.0044 2.5610 0.0195 0.1614 10.4107 0.3470 1.6945 109.3122 3.6431 1.5279
L8 0.0108 0.1406 0.0218 0.0009 2.8987 0.0019 0.0849 20.6188 0.0888 0.8489 206.1878 0.8875 2.0006
L9 0.3929 0.6565 0.6284 1.0850 1.6774 0.0724 2.7613 2.5551 0.1152 27.6135 25.5511 1.1521 0.3012
L10 0.2639 0.5703 0.2669 0.1767 2.3934 0.2640 0.6695 4.1966 0.9892 6.6947 41.9661 9.8921 0.5829
L11 0.0536 0.3420 0.1074 0.0421 2.7071 0.0965 0.7859 7.9148 0.8981 12.9667 130.5936 14.8191 1.2443
L12 0.0266 0.2076 0.0541 0.0164 2.8261 0.0290 0.6171 13.6137 0.5366 10.1815 224.6259 8.8542 1.8340
L13 0.0297 0.2520 0.0608 0.0404 3.8139 0.0774 1.3586 15.1371 1.2729 23.7758 264.8997 22.2764 2.4333
L14 0.0000 0.4569 0.8459 0.0000 0.1882 3.7120 0.0000 0.4120 4.3881 0.0000 4.1196 43.8815 0.4185
L15 0.3666 0.8168 0.3356 0.4686 3.0646 0.3608 1.2781 3.7519 1.0752 16.6155 48.7749 13.9771 0.5922
L24 0.1493 0.8100 0.0000 0.0047 3.8637 0.0000 0.0312 4.7701 0.0000 0.6245 95.4012 0.0000 0.6772
L25 0.3653 0.8530 0.3198 0.2070 4.5473 0.2426 0.5667 5.3312 0.7585 9.0665 85.2984 12.1364 0.8398
L26 0.0000 1.1347 0.0000 0.0000 4.8680 0.0000 0.0000 4.2903 0.0000 0.0000 64.3547 0.0000 0.8689
L27 0.0000 0.9542 0.1360 0.0000 4.7897 0.0717 0.0000 5.0197 0.5272 0.0000 72.7850 7.6444 0.9953
L28 0.0000 0.7387 0.0000 0.0000 1.2335 0.0000 0.0000 1.6699 0.0000 0.0000 223.7720 0.0000 0.4110
L29 0.0000 1.0533 0.0000 0.0000 2.3466 0.0000 0.0000 2.2280 0.0000 0.0000 352.0207 0.0000 0.4602
L30 0.0000 0.6847 0.0000 0.0000 3.0790 0.0000 0.0000 4.4971 0.0000 0.0000 674.5719 0.0000 0.6824
L31 0.0000 0.4686 0.0000 0.0000 4.2397 0.0000 0.0000 9.0481 0.0000 0.0000 805.2816 0.0000 0.9850
L32 0.3425 1.0388 0.3484 0.0723 4.3154 0.0318 0.2111 4.1543 0.0912 4.4330 87.2399 1.9143 1.0700
L33 0.1571 0.4421 0.1569 0.0256 0.4587 0.0084 0.1629 1.0377 0.0533 1.6285 10.3771 0.5331 0.3275
L34 0.1112 0.4062 0.2950 0.0239 4.3185 0.3123 0.2149 10.6323 1.0586 3.7613 186.0660 18.5259 0.9634
L35 0.1112 0.8004 0.3232 0.0003 4.6399 0.0131 0.0023 5.7969 0.0405 0.0490 124.6339 0.8714 0.8596
L36 0.1855 0.7507 0.0807 0.0249 4.8299 0.0017 0.1340 6.4336 0.0212 2.4123 115.8052 0.3808 0.8661
W2637 0.2177 0.2774 0.1233 0.0142 0.1067 0.0030 0.0652 0.3845 0.0247 0.6517 3.8453 0.2469 0.1386
L37 0.0924 0.5811 0.0459 0.0695 4.8407 0.0040 0.7523 8.3305 0.0879 17.6789 195.7665 2.0650 1.1709
L38 0.1858 1.1009 0.1165 0.3730 8.9866 0.0276 2.0079 8.1629 0.2370 28.1105 114.2801 3.3178 1.3071
L39 0.0000 0.8665 0.2802 0.0000 9.2687 0.0896 0.0000 10.6971 0.3198 0.0000 106.9714 3.1982 1.1464
L41 0.3072 0.7636 0.2990 0.2762 8.7935 0.2330 0.8991 11.5157 0.7794 49.0005 627.6032 42.4789 1.2662
4243 0.3037 1.1907 0.3778 1.4398 7.4863 0.8155 4.7412 6.2873 2.1586 284.4750 377.2354 129.5150 1.2173
4344 0.5122 1.2914 0.3217 2.9614 6.5614 0.4259 5.7821 5.0807 1.3238 289.1034 254.0369 66.1908 1.1409
6869 0.1653 0.5517 0.4468 0.0060 11.3472 0.8166 0.0364 20.5658 1.8277 0.7279 411.3163 36.5536 1.8671
4445 0.0000 0.5051 0.0000 0.0000 9.3541 0.0000 0.0000 18.5181 0.0000 0.0000 611.0969 0.0000 1.3399
4546 0.4588 0.9597 0.2810 4.4405 4.5900 0.1887 9.6784 4.7829 0.6716 241.9601 119.5734 16.7896 1.6316
4647 0.1994 0.7045 0.2087 0.1855 8.6100 0.3324 0.9301 12.2222 1.5926 18.6013 244.4449 31.8522 1.8049
4754 0.2679 0.4452 0.2685 1.5014 6.0263 1.6834 5.6039 13.5374 6.2693 173.7201 419.6592 194.3493 1.8646
4849 0.1449 0.4350 0.1444 0.0231 1.6319 0.0196 0.1593 3.7518 0.1359 1.9120 45.0218 1.6313 0.6205
4950 0.2009 0.3413 0.2025 0.1473 1.3719 0.1747 0.7330 4.0198 0.8629 4.3982 24.1190 5.1777 0.7452
5051 0.1802 0.3319 0.1807 0.1399 2.1073 0.1502 0.7764 6.3488 0.8309 14.7519 120.6279 15.7871 0.9092
5152 0.1688 0.2644 0.1750 0.4383 1.1649 0.6240 2.5969 4.4053 3.5665 15.5813 26.4317 21.3989 1.1113
5253 0.1074 0.2280 0.1237 0.2180 1.8059 0.3498 2.0292 7.9203 2.8282 40.5839 158.4051 56.5636 1.3825
5354 0.0202 0.0363 0.0260 0.1227 1.2200 0.1245 6.0792 33.5752 4.7905 176.2971 973.6808 138.9256 1.7104
5462 0.1016 0.2095 0.0530 0.7568 9.3899 0.2599 7.4514 44.8113 4.9025 89.4174 537.7353 58.8302 2.0134
5657 0.0899 0.5106 0.1348 0.0000 0.2501 0.0000 0.0000 0.4899 0.0000 0.0001 2.9392 0.0003 0.0214
5758 0.1036 0.1738 0.1114 0.0016 0.2366 0.0022 0.0159 1.3615 0.0196 0.7927 68.0757 0.9799 0.0958
5859 0.0000 0.8836 0.0000 0.0000 0.6495 0.0000 0.0000 0.7351 0.0000 0.0000 13.2315 0.0000 0.1913
5960 0.3004 0.8068 0.2674 0.0041 0.7714 0.0017 0.0136 0.9561 0.0063 0.2307 16.2537 0.1079 0.1737
6061 0.1046 0.1935 0.0774 0.0150 0.7406 0.0188 0.1437 3.8273 0.2426 2.4437 65.0647 4.1239 0.3727
6162 0.0677 0.1827 0.0367 0.3041 0.5749 0.0313 4.4927 3.1466 0.8510 134.7804 94.3973 25.5308 1.3781
6465 0.4131 0.9483 0.5151 0.1203 11.1616 0.5264 0.2912 11.7701 1.0220 9.3198 376.6427 32.7040 1.4759
6566 0.0000 0.5850 0.5046 0.0000 7.6864 4.0651 0.0000 13.1393 8.0554 0.0000 459.8744 281.9379 1.8623
6667 0.2154 0.3649 0.1523 5.1174 5.7842 1.3124 23.7591 15.8515 8.6167 1187.9561 792.5753 430.8335 2.0768
L595 0.1020 0.1872 0.0331 1.0499 9.5025 0.2577 10.2942 50.7653 7.7904 61.7654 304.5918 46.7424 2.2734
5556ova 0.1798 1.5536 0.0000 0.0009 0.4073 0.0000 0.0047 0.2622 0.0000 0.0758 4.1947 0.0000 0.1770
5663ova 0.0000 1.2018 0.0454 0.0000 0.3780 0.0000 0.0000 0.3145 0.0000 0.0000 26.1030 0.0009 0.1480
6364ova 0.0669 0.7835 0.0669 0.0000 0.4738 0.0000 0.0001 0.6047 0.0001 0.0105 66.5130 0.0105 0.0617
6264ova 0.7612 1.1899 0.7376 0.6736 2.6940 0.7255 0.8850 2.2641 0.9835 8.8497 22.6408 9.8354 0.2166
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 0.3488
*========================================================*
| 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 0.1089 4.3380 0.04828 4.4952 9.0470 12.939 0.1089 4.3380 0.04828 4.4952 9.0470 12.939 0.0000 0.0000 0.0000 None
L2 0.0000 4.5683 0.0000 4.5683 2.3872 6.4943 0.0000 4.5683 0.0000 4.5683 2.3872 6.4943 0.0000 0.0000 0.0000 None
L3 0.0000 8.1944 0.0000 8.1944 5.1425 10.265 0.0000 8.1944 0.0000 8.1944 5.1425 10.265 0.0000 0.0000 0.0000 None
L4 0.09337 16.050 0.2439 16.387 4.7500 11.785 0.09337 16.050 0.2439 16.387 4.7500 11.785 0.0000 0.0000 0.0000 None
L5 0.0000 12.936 0.0000 12.936 6.8243 13.587 0.0000 12.936 0.0000 12.936 6.8243 13.587 0.0000 0.0000 0.0000 None
L6 2.6250 72.698 2.2355 77.559 6.9219 15.490 2.6250 72.698 2.2355 77.559 6.9219 15.490 0.0000 0.0000 0.0000 None
L7 0.4813 280.81 2.1409 283.43 4.9723 18.995 0.4813 280.81 2.1409 283.43 4.9723 18.995 0.0000 0.0000 0.0000 None
L8 0.1994 627.77 0.4182 628.39 6.1943 26.038 0.1994 627.77 0.4182 628.39 6.1943 26.038 0.0000 0.0000 0.0000 None
L9 8.6431 13.363 0.5767 22.583 3.5421 30.582 8.6431 13.363 0.5767 22.583 3.5421 30.582 0.0000 0.0000 0.0000 None
L10 2.8822 39.043 4.3063 46.232 10.203 23.094 2.8822 39.043 4.3063 46.232 10.203 23.094 0.0000 0.0000 0.0000 None
L11 3.2247 207.30 7.3891 217.91 6.4584 21.662 3.2247 207.30 7.3891 217.91 6.4584 21.662 0.0000 0.0000 0.0000 None
L12 2.4862 428.09 4.3968 434.97 6.6449 22.473 2.4862 428.09 4.3968 434.97 6.6449 22.473 0.0000 0.0000 0.0000 None
L13 5.7440 542.48 11.007 559.23 2.9889 22.441 5.7440 542.48 11.007 559.23 2.9889 22.441 0.0000 0.0000 0.0000 None
L14 0.0000 1.8631 36.745 38.608 4.5263 25.348 0.0000 1.8631 36.745 38.608 4.5263 25.348 0.0000 0.0000 0.0000 None
L15 3.9773 26.010 3.0624 33.050 2.5418 16.809 3.9773 26.010 3.0624 33.050 2.5418 16.809 0.0000 0.0000 0.0000 None
L24 0.03092 25.628 0.0000 25.659 5.0672 17.288 0.03092 25.628 0.0000 25.659 5.0672 17.288 0.0000 0.0000 0.0000 None
L25 1.8659 40.992 2.1869 45.045 3.3013 15.213 1.8659 40.992 2.1869 45.045 3.3013 15.213 0.0000 0.0000 0.0000 None
L26 0.0000 27.934 0.0000 27.934 5.8159 13.709 0.0000 27.934 0.0000 27.934 5.8159 13.709 0.0000 0.0000 0.0000 None
L27 0.0000 75.175 1.1255 76.300 11.300 21.686 0.0000 75.175 1.1255 76.300 11.300 21.686 0.0000 0.0000 0.0000 None
L28 0.0000 6.5860 0.0000 6.5860 26.807 33.469 0.0000 6.5860 0.0000 6.5860 26.807 33.469 0.0000 0.0000 0.0000 None
L29 0.0000 10.594 0.0000 10.594 23.659 30.341 0.0000 10.594 0.0000 10.594 23.659 30.341 0.0000 0.0000 0.0000 None
L30 0.0000 21.145 0.0000 21.145 24.352 38.121 0.0000 21.145 0.0000 21.145 24.352 38.121 0.0000 0.0000 0.0000 None
L31 0.0000 42.469 0.0000 42.469 20.275 48.276 0.0000 42.469 0.0000 42.469 20.275 48.276 0.0000 0.0000 0.0000 None
L32 0.4159 24.824 0.1827 25.422 7.5954 16.175 0.4159 24.824 0.1827 25.422 7.5954 16.175 0.0000 0.0000 0.0000 None
L33 0.1348 2.4174 0.04407 2.5962 8.0795 18.018 0.1348 2.4174 0.04407 2.5962 8.0795 18.018 0.0000 0.0000 0.0000 None
L34 0.3509 63.389 4.5836 68.323 1.6783 23.024 0.3509 63.389 4.5836 68.323 1.6783 23.024 0.0000 0.0000 0.0000 None
L35 .001086 19.897 0.05618 19.954 8.8462 29.942 .001086 19.897 0.05618 19.954 8.8462 29.942 0.0000 0.0000 0.0000 None
L36 0.3209 62.333 0.02203 62.676 4.9678 28.340 0.3209 62.333 0.02203 62.676 4.9678 28.340 0.0000 0.0000 0.0000 None
W2637 0.1092 0.8206 0.02343 0.9532 8.3595 14.043 0.1092 0.8206 0.02343 0.9532 8.3595 14.043 0.0000 0.0000 0.0000 None
L37 2.2082 153.74 0.1281 156.08 4.6962 18.933 2.2082 153.74 0.1281 156.08 4.6962 18.933 0.0000 0.0000 0.0000 None
L38 6.8230 164.36 0.5048 171.69 20.025 36.057 6.8230 164.36 0.5048 171.69 20.025 36.057 0.0000 0.0000 0.0000 None
L39 0.0000 86.952 0.8406 87.792 21.025 36.671 0.0000 86.952 0.8406 87.792 21.025 36.671 0.0000 0.0000 0.0000 None
L41 3.4345 109.35 2.8978 115.68 20.377 36.097 3.4345 109.35 2.8978 115.68 20.377 36.097 0.0000 0.0000 0.0000 None
4243 14.625 76.041 8.2832 98.949 14.465 40.879 14.625 76.041 8.2832 98.949 14.465 40.879 0.0000 0.0000 0.0000 None
4344 31.212 69.155 4.4887 104.86 15.449 38.974 31.212 69.155 4.4887 104.86 15.449 38.974 0.0000 0.0000 0.0000 None
6869 0.07565 142.74 10.272 153.09 21.716 54.065 0.07565 142.74 10.272 153.09 21.716 54.065 0.0000 0.0000 0.0000 None
4445 0.0000 249.03 0.0000 249.03 11.230 31.119 0.0000 249.03 0.0000 249.03 11.230 31.119 0.0000 0.0000 0.0000 None
4546 105.33 108.88 4.4770 218.69 8.5922 25.557 105.33 108.88 4.4770 218.69 8.5922 25.557 0.0000 0.0000 0.0000 None
4647 6.4907 301.31 11.632 319.43 9.1669 23.044 6.4907 301.31 11.632 319.43 9.1669 23.044 0.0000 0.0000 0.0000 None
4754 91.523 367.35 102.61 561.49 14.035 38.333 91.523 367.35 102.61 561.49 14.035 38.333 0.0000 0.0000 0.0000 None
4849 0.6231 44.038 0.5298 45.191 20.317 31.180 0.6231 44.038 0.5298 45.191 20.317 31.180 0.0000 0.0000 0.0000 None
4950 6.8364 63.681 8.1114 78.628 15.796 26.294 6.8364 63.681 8.1114 78.628 15.796 26.294 0.0000 0.0000 0.0000 None
5051 7.0989 106.90 7.6180 121.62 14.371 27.600 7.0989 106.90 7.6180 121.62 14.371 27.600 0.0000 0.0000 0.0000 None
5152 35.351 93.958 50.329 179.64 11.108 25.511 35.351 93.958 50.329 179.64 11.108 25.511 0.0000 0.0000 0.0000 None
5253 21.984 182.08 35.268 239.34 7.8854 23.635 21.984 182.08 35.268 239.34 7.8854 23.635 0.0000 0.0000 0.0000 None
5354 95.031 945.30 96.474 1136.8 1.5409 34.412 95.031 945.30 96.474 1136.8 1.5409 34.412 0.0000 0.0000 0.0000 None
5462 70.613 876.15 24.251 971.02 0.08074 41.304 70.613 876.15 24.251 971.02 0.08074 41.304 0.0000 0.0000 0.0000 None
5657 .81E-05 1.5835 .000042 1.5836 0.09751 29.905 .81E-05 1.5835 .000042 1.5836 0.09751 29.905 0.0000 0.0000 0.0000 None
5758 0.05453 7.8567 0.07253 7.9838 4.6303 20.409 0.05453 7.8567 0.07253 7.9838 4.6303 20.409 0.0000 0.0000 0.0000 None
5859 0.0000 3.3996 0.0000 3.3996 7.4002 12.396 0.0000 3.3996 0.0000 3.3996 7.4002 12.396 0.0000 0.0000 0.0000 None
5960 0.02472 4.6770 0.01029 4.7120 7.7316 16.199 0.02472 4.6770 0.01029 4.7120 7.7316 16.199 0.0000 0.0000 0.0000 None
6061 0.7291 35.902 0.9099 37.541 13.506 29.482 0.7291 35.902 0.9099 37.541 13.506 29.482 0.0000 0.0000 0.0000 None
6162 29.995 56.699 3.0824 89.777 0.06819 15.023 29.995 56.699 3.0824 89.777 0.06819 15.023 0.0000 0.0000 0.0000 None
6465 2.3262 215.83 10.179 228.33 28.206 45.216 2.3262 215.83 10.179 228.33 28.206 45.216 0.0000 0.0000 0.0000 None
6566 0.0000 231.22 122.28 353.50 5.0966 25.079 0.0000 231.22 122.28 353.50 5.0966 25.079 0.0000 0.0000 0.0000 None
6667 253.66 286.71 65.053 605.42 2.8499 46.199 253.66 286.71 65.053 605.42 2.8499 46.199 0.0000 0.0000 0.0000 None
L595 119.17 1078.6 29.248 1227.1 0.05185 52.045 119.17 1078.6 29.248 1227.1 0.05185 52.045 0.0000 0.0000 0.0000 None
5556ova .005358 2.5627 0.0000 2.5680 8.7491 12.047 .005358 2.5627 0.0000 2.5680 8.7491 12.047 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.9450 .38E-05 2.9450 9.1013 12.901 0.0000 2.9450 .38E-05 2.9450 9.1013 12.901 0.0000 0.0000 0.0000 None
6364ova .000025 1.8883 .000025 1.8883 0.09691 9.9031 .000025 1.8883 .000025 1.8883 0.09691 9.9031 0.0000 0.0000 0.0000 None
6264ova 10.051 40.198 10.825 61.073 22.928 51.321 10.051 40.198 10.825 61.073 22.928 51.321 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 103.6560 102.3641 10.5000 11.7000 2.6530 2.6530 1.7000 1.2389 1.2389 0.8000 3.8919 3.8919
L2 102.3641 101.1282 11.0000 4.2000 1.8128 1.8128 2.7000 2.2943 2.2943 2.3000 4.1072 4.1072
L3 101.1282 100.4546 16.0000 7.4000 2.2575 2.2575 2.6000 2.8653 2.8653 3.3000 5.1228 5.1228
L4 100.4546 99.9910 16.0000 6.5000 1.7500 1.7500 1.3000 5.2852 5.2852 4.2000 7.0351 7.0351
L5 99.9910 99.5847 10.0000 11.5000 4.6757 4.6757 5.5000 2.0868 2.0868 2.4000 6.7625 6.7625
L6 99.5847 99.5978 10.2000 12.1000 5.1781 5.1781 2.6000 3.3896 3.3896 1.9000 8.5677 8.5677
L7 99.5978 99.5996 10.5000 11.9000 6.9277 6.9277 6.0000 7.0946 7.0946 5.1000 14.0224 14.0224
L8 99.5996 99.6007 10.0000 14.5000 8.3057 8.3057 7.6000 11.5378 11.5378 10.8000 19.8435 19.8435
L9 99.6008 99.4105 10.0000 27.5000 23.9579 23.9579 8.2000 3.0823 3.0823 2.2000 27.0402 27.0402
L10 98.8982 97.6379 10.0000 19.7000 9.4972 9.4972 7.2000 3.3943 3.3943 0.0000 12.8915 12.8915
L11 97.6379 97.6405 16.5000 12.9000 6.4416 6.4416 3.5000 8.7619 8.7619 5.4000 15.2035 15.2035
L12 97.6405 97.6415 16.5000 15.0000 8.3551 8.3551 6.0000 7.4728 7.4728 5.5000 15.8279 15.8279
L13 97.6415 97.6426 17.5000 12.5000 9.5111 9.5111 4.6000 9.9409 9.9409 5.5000 19.4520 19.4520
L14 97.6426 97.5305 10.0000 5.0000 0.4737 0.4737 0.6000 20.3482 20.3482 1.4000 20.8219 20.8219
L15 94.9612 94.7272 13.0000 6.5000 3.9582 3.9582 0.0000 10.3086 10.3086 6.5000 14.2669 14.2669
L24 94.7272 94.2434 20.0000 16.8000 11.7328 11.7328 11.2000 0.4881 0.4881 0.8000 12.2209 12.2209
L25 94.2434 93.8988 16.0000 4.7000 1.3987 1.3987 0.0000 10.5134 10.5134 7.9000 11.9121 11.9121
L26 93.8988 93.3500 15.0000 7.8000 1.9841 1.9841 2.6000 5.9089 5.9089 7.2000 7.8930 7.8930
L27 93.3500 93.3261 14.5000 13.7000 2.4001 2.4001 3.4000 7.9861 7.9861 5.1000 10.3862 10.3862
L28 120.8623 113.9556 134.0000 31.0000 4.1933 4.1933 11.0000 2.4695 2.4695 19.0000 6.6628 6.6628
L29 113.9556 105.9717 158.0000 28.5000 4.8409 4.8409 16.5000 1.8409 1.8409 19.5000 6.6819 6.6819
L30 105.9717 98.3134 150.0000 32.0000 7.6484 7.6484 12.0000 6.1211 6.1211 17.0000 13.7695 13.7695
L31 98.3134 95.9466 89.0000 30.0000 9.7254 9.7254 10.0000 18.2760 18.2760 19.0000 28.0014 28.0014
L32 95.9466 95.0297 21.0000 13.6000 6.0046 6.0046 4.3000 2.5751 2.5751 1.9000 8.5797 8.5797
L33 97.8924 97.3345 10.0000 13.8000 5.7205 5.7205 2.0000 4.2180 4.2180 3.0000 9.9385 9.9385
L34 95.0297 94.9379 17.5000 16.7000 15.0217 15.0217 12.7000 6.3242 6.3242 3.8000 21.3459 21.3459
L35 94.9379 93.6986 21.5000 11.0000 2.1538 2.1538 2.0000 18.9418 18.9418 18.4000 21.0956 21.0956
L36 93.6986 93.3425 18.0000 6.8000 1.8322 1.8322 1.1000 21.5404 21.5404 21.1000 23.3726 23.3726
W2637 93.8988 93.7021 10.0000 9.3000 0.9405 0.9405 0.0000 4.7428 4.7428 3.9000 5.6833 5.6833
L37 93.3425 93.3261 23.5000 11.3000 6.6038 6.6038 4.1000 7.6333 7.6333 6.8000 14.2371 14.2371
L38 93.3261 93.2639 14.0000 30.6000 10.5752 10.5752 5.1000 5.4569 5.4569 4.2000 16.0322 16.0322
L39 93.1434 93.2639 10.0000 30.7000 9.6753 9.6753 9.7000 5.9708 5.9708 4.8000 15.6460 15.6460
L41 93.1434 92.7516 54.5000 32.5000 12.1233 12.1233 10.3000 3.5968 3.5968 2.0000 15.7201 15.7201
4243 92.7516 91.7985 60.0000 31.0000 16.5348 16.5348 1.5000 9.8794 9.8794 5.0000 26.4143 26.4143
4344 91.7985 91.2188 50.0000 32.0000 16.5510 16.5510 2.0000 6.9736 6.9736 3.4000 23.5246 23.5246
6869 89.7072 89.5473 20.0000 36.0000 14.2840 14.2840 13.2000 18.0653 18.0653 5.8000 32.3492 32.3492
4445 91.2188 91.1829 33.0000 26.4000 15.1697 15.1697 21.8000 4.7190 4.7190 8.0000 19.8887 19.8887
4546 91.1829 91.1453 25.0000 22.1000 13.5078 13.5078 1.7000 3.4574 3.4574 2.0000 16.9652 16.9652
4647 91.1453 91.1244 20.0000 11.8000 2.6331 2.6331 0.6000 11.2438 11.2438 7.8000 13.8769 13.8769
4754 91.1244 91.1167 31.0000 28.6000 14.5654 14.5654 7.1000 9.7334 9.7334 1.4000 24.2987 24.2987
4849 91.1224 91.1186 12.0000 26.3000 5.9828 5.9828 4.6000 4.8797 4.8797 3.7000 10.8625 10.8625
4950 91.1186 91.1181 6.0000 21.5000 5.7038 5.7038 3.5000 4.7944 4.7944 2.2000 10.4983 10.4983
5051 91.1181 91.1170 19.0000 19.9000 5.5291 5.5291 3.1000 7.6996 7.6996 5.1000 13.2288 13.2288
5152 91.1170 91.1169 6.0000 17.8000 6.6922 6.6922 2.2000 7.7114 7.7114 1.8000 14.4036 14.4036
5253 91.1169 91.1168 20.0000 14.4000 6.5146 6.5146 2.8000 9.2346 9.2346 3.6000 15.7493 15.7493
5354 91.1168 91.1167 29.0000 30.3000 28.7591 28.7591 20.1000 4.1121 4.1121 0.0000 32.8712 32.8712
5462 91.1167 91.1156 12.0000 13.9000 13.8193 13.8193 2.9000 27.4043 27.4043 20.0000 41.2235 41.2235
5657 99.5483 99.2554 6.0000 29.9000 29.8025 29.8025 29.8000 0.0046 0.0046 0.0000 29.8070 29.8070
5758 99.2554 92.6189 50.0000 20.0000 15.3697 15.3697 15.0000 0.4093 0.4093 0.0000 15.7790 15.7790
5859 92.6189 91.8061 18.0000 8.4000 0.9998 0.9998 2.3000 3.9960 3.9960 5.5000 4.9957 4.9957
5960 91.8061 91.2931 17.0000 10.1000 2.3684 2.3684 2.0000 6.0994 6.0994 5.9000 8.4678 8.4678
6061 91.2931 91.1164 17.0000 25.0000 11.4945 11.4945 10.4000 4.4824 4.4824 1.5000 15.9769 15.9769
6162 91.1164 91.1156 30.0000 9.3000 9.2318 9.2318 1.3000 5.7225 5.7225 2.0000 14.9543 14.9543
6465 89.8719 89.8202 32.0000 40.4000 12.1942 12.1942 11.2000 4.8159 4.8159 2.0000 17.0101 17.0101
6566 89.8202 89.7890 35.0000 10.3000 5.2034 5.2034 5.7000 14.7787 14.7787 6.5000 19.9821 19.9821
6667 89.7890 89.7661 50.0000 30.2000 27.3501 27.3501 6.0000 15.9987 15.9987 3.0000 43.3488 43.3488
L595 91.1156 91.1153 6.0000 13.9000 13.8482 13.8482 2.9000 38.1450 38.1450 20.0000 51.9931 51.9931
5556ova 100.0272 99.5768 16.0000 9.2000 0.4509 0.4509 0.1000 2.8473 2.8473 3.7000 3.2982 3.2982
5663ova 99.5483 98.1476 83.0000 9.2000 0.0987 0.0987 0.1000 3.7012 3.7012 3.7000 3.7999 3.7999
6364ova 97.0668 89.9555 110.0000 9.9000 9.8031 9.8031 9.8000 0.0031 0.0031 0.0000 9.8062 9.8062
6264ova 91.1153 91.0527 10.0000 31.1000 8.1716 8.1716 0.0000 20.2214 20.2214 10.7000 28.3930 28.3930
6768ova 89.7661 89.7072 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.3405 2257.9186 1.0374 7.6277 ## N1 102.8300 103.6561
L2 1.3347 2261.1350 0.9293 8.9851 ## N2 101.7100 102.3641
L3 1.3247 2263.8381 0.5957 36.1539 ## N3 100.3800 101.1282
L4 2.5304 4267.6378 0.7007 57.5468 ## N4 99.4600 100.4546
L5 2.5187 4276.6523 0.7763 31.4982 ## N5 99.0400 99.9910
L6 2.5642 4277.7162 0.6235 42.1284 ## N6 98.8600 99.5847
L7 2.5849 4277.1464 0.2366 116.4298 ## N7 98.3300 The text continues on section 5.