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m100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 14:23.
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\maxedout.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).................... 63
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 76.5000 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 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 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 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#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 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# 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
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
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
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#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
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
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N48#1 1208 360 N48#2 1609 395 N50#1 1216 360
N50#2 1634 386 N52#1 1240 360 N52#2 1631 389
N1#1 1220 360 N1#2 1901 527 N4#1 1192 360
N4#2 2165 623 N8#1 1168 336 N8#2 2355 685
N13#1 1220 360 N13#2 2305 671 N25#1 1224 360
N25#2 1629 391 N28#1 1232 360 N28#2 1608 396
N29#1 1220 360 N29#2 1909 515 N30#1 1220 360
N30#2 2312 720 N31#1 1224 360 N31#2 2347 685
N32#1 1236 360 N32#2 1228 360 N33#1 1236 360
N33#2 1638 390 N36#1 1236 360 N36#2 1621 387
N42#1 1224 360 N42#2 1637 391 N44#1 1224 360
N44#2 1637 391 N45#1 1228 360 N45#2 1628 392
N47#1 1145 327 N47#2 1611 389 N55#1 1743 421
N55#2 1641 391 N56#1 1220 360 N56#2 1636 392
N63#1 1232 360 N63#2 1638 390 N64#1 1224 360
N64#2 1636 392 N66#1 1220 360 N66#2 1636 392
N58#1 1224 360 N58#2 1636 392 N59#1 1240 360
N59#2 1618 386 N61#1 1236 360 N61#2 1635 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 76.5000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 3.144150E+04 76.500
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.348068E+00 0.011
Surface Runoff from Watersheds 3.107206E+04 75.601
Total Water remaining in Surface Storage 1.755094E+02 0.427
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 3.147518E+04 76.582
Total Precipitation + Initial Storage. 3.144150E+04 76.500
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............... -0.1071
****************************************************
* 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.............. 3.107206E+04 75.601
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.................. 3.100506E+04 75.438
Initial Storage + Inflow.................... 3.107206E+04 75.601
Final Storage + Outflow + Diverted GW....... 3.100506E+04 75.438
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.2161
##################################################
# 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........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.11002 0.04000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.29582 0.00000 75.80119 0.00000 75.64283
Total Losses (mm)...... 0.00000 0.85500 0.00000 0.69481 0.00000 0.80861
Remaining Depth (mm)... 0.00000 0.34918 0.00000 0.00400 0.00000 0.04856
Peak Runoff Rate (cms). 0.00000 1.03463 0.00000 0.03472 0.00000 0.14959
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.43204 76.58568 76.49277 76.55090 76.63935 76.99606
Peak Runoff Rate (cms). 1.31437 0.00149 0.90638 0.00003 0.14826 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.43204 76.58568 76.49277 76.55090 76.63935 76.99606
Peak Runoff Rate (cms). 1.31437 0.00149 0.90638 0.00003 0.14826 0.00016
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) 76.43204 75.29711 76.49277 75.80194 76.63935 75.64418
Peak Runoff Rate (cms). 1.31437 1.03611 0.90638 0.03475 0.14826 0.14975
Unit Runoff (mm/hr).... 280.65975 222.55206 296.41216 315.37208 316.57265 301.99980
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........... N1#1 N1#2 N4#1 N4#2 N8#1 N8#2
Area (hectares)........ 0.23001 2.33005 0.67001 1.57003 0.06000 0.54001
Percent Impervious..... 100.00000 10.00000 100.00000 30.00000 100.00000 45.00000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.46564 0.00000 75.58171 0.00000 75.62117
Total Losses (mm)...... 0.00000 0.84305 0.00000 0.82610 0.00000 0.81600
Remaining Depth (mm)... 0.00000 0.19131 0.00000 0.09219 0.00000 0.06284
Peak Runoff Rate (cms). 0.00000 1.48590 0.00000 0.86883 0.00000 0.24302
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.52712 76.80313 76.30461 76.70361 76.65563 76.66172
Peak Runoff Rate (cms). 0.19283 0.20387 0.46058 0.41192 0.05239 0.21225
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.52712 76.80313 76.30461 76.70361 76.65563 76.66172
Peak Runoff Rate (cms). 0.19283 0.20387 0.46058 0.41192 0.05239 0.21225
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) 76.52712 75.59939 76.30461 75.91828 76.65563 76.08941
Peak Runoff Rate (cms). 0.19283 1.68977 0.46058 1.28074 0.05239 0.45527
Unit Runoff (mm/hr).... 304.33272 263.25786 249.54058 296.12398 316.95872 306.04283
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........... N13#1 N13#2 N25#1 N25#2 N28#1 N28#2
Area (hectares)........ 0.71002 1.33003 1.13002 1.13002 0.12000 2.87006
Percent Impervious..... 100.00000 35.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.56707 0.00000 75.56169 0.00000 75.24159
Total Losses (mm)...... 0.00000 0.82906 0.00000 0.83007 0.00000 0.85750
Remaining Depth (mm)... 0.00000 0.10387 0.00000 0.10825 0.00000 0.40091
Peak Runoff Rate (cms). 0.00000 0.67422 0.00000 0.87596 0.00000 1.68617
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.52377 76.66974 76.54351 76.82474 76.59128 76.56647
Peak Runoff Rate (cms). 0.59386 0.40674 0.95734 0.00101 0.10378 0.00252
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.52377 76.66974 76.54351 76.82474 76.59128 76.56647
Peak Runoff Rate (cms). 0.59386 0.40674 0.95734 0.00101 0.10378 0.00252
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) 76.52377 75.95301 76.54351 75.56295 76.59128 75.24291
Peak Runoff Rate (cms). 0.59386 1.08096 0.95734 0.87697 0.10378 1.68869
Unit Runoff (mm/hr).... 303.62473 295.03215 307.53663 281.71827 313.94919 213.58906
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........... N29#1 N29#2 N30#1 N30#2 N31#1 N31#2
Area (hectares)........ 0.25001 2.24005 0.40001 3.58008 1.00002 2.72006
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000 100.00000 35.00000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.50962 0.00000 71.57465 0.00000 75.55113
Total Losses (mm)...... 0.00000 0.83805 0.00000 0.88109 0.00000 0.83193
Remaining Depth (mm)... 0.00000 0.15233 0.00000 4.04426 0.00000 0.11694
Peak Runoff Rate (cms). 0.00000 1.48878 0.00000 0.67943 0.00000 1.35828
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.51714 76.81837 76.51714 76.57477 76.53821 76.66138
Peak Runoff Rate (cms). 0.20811 0.19599 0.33297 0.30794 0.84448 0.83151
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.51714 76.81837 76.51714 76.57477 76.53821 76.66138
Peak Runoff Rate (cms). 0.20811 0.19599 0.33297 0.30794 0.84448 0.83151
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) 76.51714 75.64050 76.51714 72.07466 76.53821 75.93972
Peak Runoff Rate (cms). 0.20811 1.68477 0.33297 0.98737 0.84448 2.18979
Unit Runoff (mm/hr).... 302.17588 273.02600 302.17588 100.11668 306.55076 292.24262
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........... N32#1 N32#2 N33#1 N33#2 N36#1 N36#2
Area (hectares)........ 0.50001 0.50001 0.41001 0.41001 0.36001 0.37001
Percent Impervious..... 100.00000 0.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.68228 0.00000 75.63201 0.00000 75.66716
Total Losses (mm)...... 0.00000 0.79021 0.00000 0.81250 0.00000 0.79813
Remaining Depth (mm)... 0.00000 0.02751 0.00000 0.05549 0.00000 0.03471
Peak Runoff Rate (cms). 0.00000 0.42568 0.00000 0.33802 0.00000 0.31229
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.61783 0.00000 76.61798 76.97145 76.60760 77.04478
Peak Runoff Rate (cms). 0.43490 0.00000 0.35663 0.00037 0.31256 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.61783 0.00000 76.61798 76.97145 76.60760 77.04478
Peak Runoff Rate (cms). 0.43490 0.01231 0.35663 0.00037 0.31256 0.00033
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.61783 75.68228 76.61798 75.63335 76.60760 75.66854
Peak Runoff Rate (cms). 0.43490 0.42568 0.35663 0.33839 0.31256 0.31262
Unit Runoff (mm/hr).... 315.74232 309.04925 315.75014 299.60063 315.17121 306.71000
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........... N42#1 N42#2 N44#1 N44#2 N45#1 N45#2
Area (hectares)........ 0.67001 0.67001 0.31001 0.32001 0.13000 0.37001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.57345 0.00000 75.59116 0.00000 75.51000
Total Losses (mm)...... 0.00000 0.82782 0.00000 0.82399 0.00000 0.83800
Remaining Depth (mm)... 0.00000 0.09874 0.00000 0.08484 0.00000 0.15200
Peak Runoff Rate (cms). 0.00000 0.52512 0.00000 0.25491 0.00000 0.27306
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.54715 76.84606 76.55210 76.88092 76.56340 76.74714
Peak Runoff Rate (cms). 0.56882 0.00060 0.26390 0.00029 0.11129 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.54715 76.84606 76.55210 76.88092 76.56340 76.74714
Peak Runoff Rate (cms). 0.56882 0.00060 0.26390 0.00029 0.11129 0.00033
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.54715 75.57472 76.55210 75.59245 76.56340 75.51123
Peak Runoff Rate (cms). 0.56882 0.52572 0.26390 0.25519 0.11129 0.27339
Unit Runoff (mm/hr).... 308.18470 284.83339 309.02369 289.48894 310.75811 268.22025
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........... N47#1 N47#2 N55#1 N55#2 N56#1 N56#2
Area (hectares)........ 0.04000 0.41001 0.60001 0.61001 0.21000 0.21000
Percent Impervious..... 100.00000 0.04000 1.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.47811 75.41717 75.60115 0.00000 75.52657
Total Losses (mm)...... 0.00000 0.84175 0.84738 0.82157 0.00000 0.83575
Remaining Depth (mm)... 0.00000 0.18013 0.23544 0.07728 0.00000 0.13768
Peak Runoff Rate (cms). 0.00000 0.29379 0.40279 0.49025 0.00000 0.15745
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.66058 77.00276 76.65303 76.90196 76.52544 76.76937
Peak Runoff Rate (cms). 0.03494 0.00015 0.00525 0.00055 0.17585 0.00019
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.66058 77.00276 76.65303 76.90196 76.52544 76.76937
Peak Runoff Rate (cms). 0.03494 0.00015 0.00525 0.00055 0.17585 0.00019
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 76.66058 75.47872 75.42953 75.60245 76.52544 75.52781
Peak Runoff Rate (cms). 0.03494 0.29394 0.40804 0.49080 0.17585 0.15763
Unit Runoff (mm/hr).... 317.04670 260.24705 246.86439 292.06743 303.98015 272.48192
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).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.62695 0.00000 75.55458 0.00000 75.53106
Total Losses (mm)...... 0.00000 0.81418 0.00000 0.83134 0.00000 0.83510
Remaining Depth (mm)... 0.00000 0.05887 0.00000 0.11409 0.00000 0.13384
Peak Runoff Rate (cms). 0.00000 0.35312 0.00000 0.57750 0.00000 0.89603
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.58322 76.95982 76.53003 76.81256 76.52211 76.77580
Peak Runoff Rate (cms). 0.36235 0.00039 0.62162 0.00067 1.00252 0.00106
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.58322 76.95982 76.53003 76.81256 76.52211 76.77580
Peak Runoff Rate (cms). 0.36235 0.00039 0.62162 0.00067 1.00252 0.00106
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) 76.58322 75.62828 76.53003 75.55584 76.52211 75.53230
Peak Runoff Rate (cms). 0.36235 0.35351 0.62162 0.57817 1.00252 0.89708
Unit Runoff (mm/hr).... 313.17926 298.42733 304.93483 279.83567 303.26653 273.65058
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........... N58#1 N58#2 N59#1 N59#2 N61#1 N61#2
Area (hectares)........ 0.42001 0.43001 0.12000 0.13000 0.20000 0.20000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 76.50000 76.50000 76.50000 76.50000 76.50000 76.50000
Max Intensity (mm/hr).. 315.00000 315.00000 315.00000 315.00000 315.00000 315.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 75.55704 0.00000 75.68704 0.00000 75.65886
Total Losses (mm)...... 0.00000 0.83091 0.00000 0.78748 0.00000 0.80201
Remaining Depth (mm)... 0.00000 0.11206 0.00000 0.02549 0.00000 0.03914
Peak Runoff Rate (cms). 0.00000 0.33187 0.00000 0.11080 0.00000 0.16799
Total Impervious Area
---------------------
Total Runoff Depth (mm) 76.54258 76.81671 76.63393 77.06991 76.60760 77.02989
Peak Runoff Rate (cms). 0.35563 0.00038 0.10460 0.00012 0.17365 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 76.54258 76.81671 76.63393 77.06991 76.60760 77.02989
Peak Runoff Rate (cms). 0.35563 0.00038 0.10460 0.00012 0.17365 0.00018
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) 76.54258 75.55830 76.63393 75.68842 76.60760 75.66023
Peak Runoff Rate (cms). 0.35563 0.33225 0.10460 0.11091 0.17365 0.16816
Unit Runoff (mm/hr).... 307.36744 280.48667 316.40330 309.71050 315.17121 305.22218
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
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| ################# # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 ################## # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
# ################# |
80.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.150 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.150 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 : 0.150 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.150 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 : 0.150 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.150 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 : 0.150 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.150 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 : 0.150 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.150 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 : 0.150 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.150 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 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
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 : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.150 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.150 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
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 : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.150 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.150 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
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 : 0.150 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.150 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) : 45.0 Channel sequence number : 45
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 : 0.150 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.150 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) : 46.0 Channel sequence number : 46
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) : 47.0 Channel sequence number : 47
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) : 48.0 Channel sequence number : 48
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 : 0.150 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.150 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) : 49.0 Channel sequence number : 49
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 : 0.150 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.150 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) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.150 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.150 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) : 51.0 Channel sequence number : 51
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 : 0.150 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.150 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) : 52.0 Channel sequence number : 52
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 : 0.150 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.150 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) : 53.0 Channel sequence number : 53
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 : 0.150 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.150 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) : 54.0 Channel sequence number : 54
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 : 0.150 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.150 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) : 55.0 Channel sequence number : 55
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 : 0.150 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.150 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 L598
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.30 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 5.96 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 19.92 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 2.04E+01 m
" " : 0.020 Beyond Station 19.9 Max left bank area : 0.01 m^2
Max right bank area : 0.01 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.94 m^2
Natural Cross-Section information for Channel 6768
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 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
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.83 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 10.49 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 19.21 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.93E+01 m
" " : 0.150 Beyond Station 20.4 Max left bank area : 3.97 m^2
Max right bank area : 4.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.60 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.83 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 8.82 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 16.09 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 21.5 Max left bank area : 3.16 m^2
Max right bank area : 4.06 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.60 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
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) : 61.0 Channel sequence number : 61
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) : 62.0 Channel sequence number : 62
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 10.0 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) : 63.0 Channel sequence number : 63
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 0.0 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
*==================================================*
| 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 0.1500 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.1500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.1500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.1500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.1500 31.2122 2.0000
42 5051 19.0000 Natural 23.2471 0.1500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.1500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.1500 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.1500 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.1500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.1500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.1500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.1500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.1500 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.1500 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.1500 54.8133 2.5000
56 L598 6.0000 Natural 5.9580 0.0200 19.9200 0.3000
57 6768 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
58 5152 6.0000 Natural 10.4858 0.0200 19.2105 0.8000
59 4950 6.0000 Natural 8.8154 0.0200 16.0923 0.8000
60 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
61 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
63 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
64 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
65 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
66 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
67 6264unda 9.0000 Circular 0.0020 0.0140 0.0500 0.0500
Total length of all conduits .... 2035.2000 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
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.0000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
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
6264unda 2.0000 0.4000 0.8000 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)
5051 0.82
5253 0.75
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 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.43 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768 1.00
5152 1.93 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 1.93 ===> 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)
6264unda 0.39
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6467E+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 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 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
62 N60.7 100.0000 91.7000 90.6000 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 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 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 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 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
62 N60.7 -238231.2300 157680.7000 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 Section 3
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 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 91.3800 91.3200 No Design
57 6768 N67 N68 89.4000 89.3800 No Design
58 5152 N51 N52 91.0300 91.0250 No Design
59 4950 N49 N50 91.0400 91.0200 No Design
60 5556ova N55 N56 99.8500 99.4000 No Design
61 5556unda N55 N56 98.9200 98.4700 No Design
62 5663ova N56 N63 99.4000 98.0000 No Design
63 5663und N56 N63 98.4000 97.0000 No Design
64 6364ova N63 N64 97.0000 89.9000 No Design
65 6364und N63 N64 95.7500 88.6300 No Design
66 6264ova D1 N64 90.8800 90.8600 No Design
67 6264unda D1 N64 88.7500 88.6300 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: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
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 40.5331 0.0091
4546 32.1296 0.0144
4647 6.5151 0.0010
4754 23.2712 0.0045
4849 22.9256 0.0142
5051 17.7578 0.0137
5253 101.3181 0.0200
5354 71.9793 0.0093
5462 116.2459 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 7.5758 0.0467
5960 9.0643 0.0259
6061 18.2707 0.0418
6162 28.0890 0.0527
6465 30.1389 0.0172
6566 23.0443 0.0086
6667 28.9716 0.0034
L595 116.2459 0.0283
L598 13.1084 0.0100
6768 22.4678 0.0020
5152 10.0715 0.0008
4950 16.9506 0.0033
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
6264unda 0.0009 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 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 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 N60.7/ 0.00 / 90.60
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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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 5051/ 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 L598/ 0.00 6768/ 0.00
5152/ 0.00 4950/ 0.00 5556ova/ 0.00
5556unda/ 0.00 5663ova/ 0.00 5663und/ 0.00
6364ova/ 0.00 6364und/ 0.00 6264ova/ 0.00
6264unda/ 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/ 90.35/ 90.35 5051/ 89.96/ 89.96
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/ 90.60/ 90.60 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 L598/ 90.50/ 90.50 6768/ 87.84/ 87.84
5152/ 89.93/ 89.93 4950/ 90.33/ 90.33 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
6264unda/ 88.63/ 88.63
*===================================================*
| 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 5.3299 13.3246 80.0000
N2 3.7063 9.2659 5.0000
N3 14.6154 36.5385 0.0000
N4 9.3893 23.4733 0.0000
N5 30.9646 50.0000 0.0000
N6 46.2413 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 22.2497 50.0000 0.0000
N12 22.5966 50.0000 0.0000
N13 34.4724 50.0000 0.0000
N14 23.1954 50.0000 0.0000
N15 4.8343 12.0858 415.0000
N24 18.0360 45.0901 0.0000
N25 18.7055 46.7639 0.0000
N26 12.3589 30.8972 0.0000
N27 38.1472 50.0000 0.0000
N28 41.2163 50.0000 0.0000
N29 48.9037 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 37.7469 50.0000 0.0000
N32 19.1012 47.7530 0.0000
N33 22.6783 50.0000 0.0000
N34 20.0436 50.0000 0.0000
N35 27.8927 50.0000 0.0000
N36 15.2343 38.0856 0.0000
N37 20.5630 50.0000 0.0000
N38 30.8383 50.0000 0.0000
N39 29.9483 50.0000 0.0000
N41 15.5284 38.8209 0.0000
N42 18.6698 46.6745 0.0000
N43 38.1178 50.0000 0.0000
N44 21.0647 50.0000 0.0000
N45 19.4260 48.5651 0.0000
N69 50.0000 50.0000 0.0000
N46 19.6511 49.1277 0.0000
N47 11.2758 28.1895 0.0000
N48 20.4563 50.0000 0.0000
N49 4.7665 11.9162 0.0000
N50 4.3826 10.9565 75.0000
N51 2.9154 7.2886 230.0000
N52 6.3975 15.9937 0.0000
N53 9.8226 24.5565 0.0000
N54 23.6401 50.0000 0.0000
N55 0.5549 1.3871 19885.0000
N56 0.8615 2.1537 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 45.6591 50.0000 0.0000
N60 23.8022 50.0000 0.0000
N61 6.3162 15.7905 0.0000
N62 21.8527 50.0000 0.0000
N63 0.3420 0.8551 110.0000
N64 4.3862 10.9655 635.0000
N65 15.1739 37.9348 0.0000
N66 22.9224 50.0000 0.0000
N67 9.5094 23.7736 0.0000
N68 13.1556 32.8890 0.0000
D1 4.8553 12.1382 155.0000
N60.7 8.6929 21.7323 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 3.4858 3.4858 9.4619 0.0833 0.0223 0.1671 Normal Soln
L2 3.7823 3.7823 11.0788 0.0000 0.0156 0.1206 Normal Soln
L3 5.7464 5.7464 24.8876 0.0000 0.0178 0.1758 Normal Soln
L4 5.0375 5.0375 20.7616 0.0000 0.0251 0.4824 Normal Soln
L5 3.1379 3.1379 11.1258 0.0000 0.0231 0.5372 Normal Soln
L6 3.3368 3.3368 12.8928 0.0000 0.0237 0.1038 Normal Soln
L7 3.3507 3.3507 34.1711 0.0000 0.0372 0.0716 Normal Soln
L8 2.9047 2.9047 50.0000 2.8333 0.0548 0.0822 Normal Soln
L9 4.6851 4.6851 16.4153 0.0000 0.0262 1.4613 Normal Soln
L10 3.5312 3.5312 15.9929 0.0000 0.0277 0.0347 Normal Soln
L11 5.5865 5.5865 41.5069 0.0000 0.1569 0.0866 Normal Soln
L12 4.9415 4.9415 50.0000 0.0000 0.1990 0.0899 Normal Soln
L13 5.6173 5.6173 50.0000 0.0000 0.1993 0.1882 Normal Soln
L14 3.7581 3.7581 10.4376 0.0000 0.1794 2.9833 Normal Soln
L15 4.4233 4.4233 17.7328 0.0000 0.0939 0.2656 Normal Soln
L24 6.5292 6.5292 22.1513 0.0000 0.1036 0.2342 Normal Soln
L25 4.6980 4.6980 18.1982 0.0000 0.0602 0.1468 Normal Soln
L26 4.0319 4.0319 12.0268 0.0000 0.0891 0.3322 Normal Soln
L27 4.2348 4.2348 13.5069 0.0000 0.0597 0.0317 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0107 0.0226 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0141 0.0542 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0198 0.0644 Normal Soln
L31 35.1713 35.1713 50.0000 0.0000 0.0359 0.1332 Normal Soln
L32 6.4628 6.4628 20.4371 0.0000 -0.0718 1.0483 Normal Soln
L33 6.1528 6.1528 23.9857 0.0000 0.0102 0.1100 Normal Soln
L34 6.0648 6.0648 39.6211 0.0000 0.0258 0.4297 Normal Soln
L35 8.1554 8.1554 24.9874 0.0000 0.0437 0.0780 Normal Soln
L36 6.2224 6.2224 12.2908 0.0000 0.0671 0.0199 Normal Soln
W2637 5.9678 5.9678 23.1488 0.0000 0.0053 0.0257 Normal Soln
L37 7.2899 7.2899 34.6050 0.0000 0.0456 0.0461 Normal Soln
L38 3.8306 3.8306 14.5836 0.0000 0.0921 1.2046 Normal Soln
L39 2.7151 2.7151 11.0058 0.0000 -0.0839 0.1110 Normal Soln
L41 14.1784 14.1784 50.0000 0.0000 0.0843 0.9997 Normal Soln
4243 18.9608 18.9608 50.0000 0.0000 0.0672 0.4461 Normal Soln
4344 15.0567 15.0567 50.0000 0.0000 0.0817 0.3919 Normal Soln
6869 5.8030 5.8030 37.4434 0.0000 -0.1669 0.7611 Normal Soln
4445 8.3861 8.3861 50.0000 0.0000 0.0678 0.5981 Normal Soln
4546 6.3494 6.3494 44.9049 0.0000 0.0590 0.7865 Normal Soln
4647 4.9408 4.9408 33.0622 0.0000 0.0635 4.0912 Normal Soln
4754 8.2182 8.2182 50.0000 0.0000 0.0628 1.0889 Normal Soln
4849 4.4798 4.4798 43.8214 0.0000 0.0248 0.5224 Normal Soln
5051 5.8104 5.8104 50.0000 0.0000 -0.0577 0.7402 Normal Soln
5253 6.3365 6.3365 13.0227 0.0000 0.0601 0.1167 Normal Soln
5354 7.5169 7.5169 50.0000 0.0000 -0.0692 0.2703 Normal Soln
5462 3.0690 3.0690 50.0000 0.0000 0.1472 0.4531 Normal Soln
5657 4.9834 4.9834 8.6541 0.0000 0.0052 0.0157 Normal Soln
5758 32.9647 32.9647 50.0000 0.0000 0.0063 0.0210 Normal Soln
5859 8.2319 8.2319 30.8992 0.0000 0.0078 0.2866 Normal Soln
5960 8.1353 8.1353 36.7375 0.0000 0.0105 0.2844 Normal Soln
6061 5.0180 5.0180 50.0000 0.0000 -0.0843 0.4777 Normal Soln
6162 9.1516 9.1516 47.4545 0.0000 0.0240 0.2574 Normal Soln
6465 8.5856 8.5856 46.5596 0.0000 0.1159 1.0535 Normal Soln
6566 8.7557 8.7557 50.0000 0.0000 0.0890 1.3904 Normal Soln
6667 13.6165 13.6165 50.0000 0.0000 0.0745 1.1702 Normal Soln
L595 1.5264 1.5264 31.9539 5.4167 0.1914 0.7237 Normal Soln
L598 3.6431 3.6431 8.1575 0.0000 0.0320 0.2143 Normal Soln
6768 3.4133 3.4133 7.3928 0.0000 0.0974 1.3482 Normal Soln
5152 2.2986 2.2986 5.3650 0.0000 0.0525 0.6802 Normal Soln
4950 2.5303 2.5303 7.3666 0.0000 -0.0920 0.2979 Normal Soln
5556ova 6.1676 6.1676 9.7546 0.0000 -0.0064 0.1655 Normal Soln
5556unda 2.9440 2.9440 7.6670 0.0000 -0.0117 2.3214 Normal Soln
5663ova 37.7678 37.7678 50.0000 0.0000 0.0057 0.1240 Normal Soln
5663und 14.9987 14.9987 38.3097 0.0000 0.0049 2.2704 Normal Soln
6364ova 45.7448 45.7448 50.0000 0.0000 0.0169 0.0143 Normal Soln
6364und 13.8561 13.8561 28.3100 0.0000 -0.1204 16.3356 Normal Soln
6264ova 3.4607 3.4607 7.4563 0.0000 0.1284 0.5900 Normal Soln
6264unda 1.4476 1.4476 6.2001 351.6667 0.0001 10.0165 Normal Soln
The conduit with the smallest time step limitation was..6264unda
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.26 / 90.91/ N44/ 0.91 / 90.91/ N45/ 1.21 / 90.91/
N69/ 0.11 / 87.79/ N46/ 1.57 / 90.91/ N47/ 1.59 / 90.91/
N48/ 0.46 / 91.04/ N49/ 0.69 / 91.04/ N50/ 0.71 / 91.04/
N51/ 1.08 / 91.04/ N52/ 0.98 / 90.91/ N53/ 1.38 / 90.91/
N54/ 1.73 / 90.91/ 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/ 0.22 / 91.38/ N61/ 0.41 / 90.91/ N62/ 1.99 / 90.91/
N63/ 0.00 / 95.75/ N64/ 0.80 / 89.43/ N65/ 1.35 / 89.43/
N66/ 1.65 / 89.43/ N67/ 1.82 / 89.43/ N68/ 0.11 / 87.95/
D1/ 2.16 / 90.91/ N60.7/ 0.78 / 91.38/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02 / 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 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 / L598/ 0.00 / 6768/ 0.03 /
5152/ 0.00 / 4950/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00*/ 6364und/ 0.00*/ 6264ova/ 0.02 /
6264unda/ 0.01 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.24 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.07 / 4344/ 0.01 / 6869/ 0.12 /
4445/ 0.00 / 4546/ 0.00 / 4647/ 0.00 /
4754/ 0.00 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00 / 5462/ 0.00 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.01 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.00 / 6566/ 0.00 / 6667/ 0.00 /
L595/ 0.00 / L598/ 0.02 / 6768/ 0.18 /
5152/ 0.04 / 4950/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.29 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.00 / 6264ova/ 0.16 /
6264unda/ 1.45 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.13 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.95 /
L10/ 5.85 / L11/ 10.42 / L12/ 12.61 /
L13/ 13.21 / L14/ 0.46 / L15/ 4.21 /
L24/ 0.91 / L25/ 1.20 / L26/ 0.90 /
L27/ 1.40 / L28/ 0.19 / L29/ 0.45 /
L30/ 2.37 / L31/ 2.10 / L32/ 0.84 /
L33/ 0.06 / L34/ 4.23 / L35/ 0.72 /
L36/ 0.48 / W2637/ 0.01 / L37/ 1.69 /
L38/ 2.23 / L39/ 2.35 / L41/ 1.98 /
4243/ 2.29 / 4344/ 10.32 / 6869/ 2.93 /
4445/ 18.11 / 4546/ 15.62 / 4647/ 12.52 /
4754/ 22.11 / 4849/ 10.16 / 5051/ 9.89 /
5253/ 11.03 / 5354/ 31.45 / 5462/ 36.87 /
5657/ 0.57 / 5758/ 0.39 / 5859/ 0.13 /
5960/ 4.08 / 6061/ 15.84 / 6162/ 9.08 /
6465/ 13.44 / 6566/ 18.89 / 6667/ 36.34 /
L595/ 42.94 / L598/ 0.53 / 6768/ 8.84 /
5152/ 0.58 / 4950/ 1.22 / 5556ova/ 0.00 /
5556unda/ 0.15 / 5663ova/ 0.02 / 5663und/ 0.15 /
6364ova/ 0.00 / 6364und/ 0.10 / 6264ova/ 6.72 /
6264unda/ 0.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.26 / N44/ 0.91 / N45/ 1.21 /
N69/ 0.11 / N46/ 1.57 / N47/ 1.59 /
N48/ 0.46 / N49/ 0.69 / N50/ 0.71 /
N51/ 1.08 / N52/ 1.10 / N53/ 1.38 /
N54/ 1.73 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.22 / N61/ 0.82 / N62/ 1.99 /
N63/ 1.26 / N64/ 2.24 / N65/ 1.35 /
N66/ 1.65 / N67/ 1.82 / N68/ 1.55 /
D1/ 2.16 / N60.7/ 0.78 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.09 / N44/ 19.09 / N45/ 19.09 /
N69/ 22.21 / N46/ 19.09 / N47/ 9.09 /
N48/ 7.96 / N49/ 7.96 / N50/ 7.96 /
N51/ 7.96 / N52/ 8.09 / N53/ 8.09 /
N54/ 8.09 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.62 / N61/ 8.09 / N62/ 8.09 /
N63/ 3.25 / N64/ 9.57 / N65/ 9.57 /
N66/ 9.57 / N67/ 9.57 / N68/ 11.05 /
D1/ 19.09 / N60.7/ 8.62 /
Junction/ Max Volume
N1/ 0.92 / N2/ 0.75 / N3/ 0.85 /
N4/ 1.13 / N5/ 1.08 / N6/ 0.76 /
N7/ 1.32 / N8/ 1.85 / N9/ 2.28 /
N10/ 1.94 / N11/ 0.97 / N12/ 1.58 /
N13/ 2.18 / N14/ 2.73 / N15/ 0.60 /
N24/ 0.79 / N25/ 0.77 / N26/ 1.18 /
N27/ 0.75 / N28/ 0.42 / N29/ 0.55 /
N30/ 0.54 / N31/ 0.89 / N32/ 1.26 /
N33/ 0.42 / N34/ 1.02 / N35/ 1.02 /
N36/ 0.75 / N37/ 1.18 / N38/ 1.48 /
N39/ 1.44 / N41/ 1.42 / N42/ 1.39 /
N43/ 1.26 / N44/ 1.73 / N45/ 1.95 /
N69/ 2.09 / N46/ 2.18 / N47/ 2.06 /
N48/ 0.91 / N49/ 1.10 / N50/ 1.11 /
N51/ 1.43 / N52/ 1.36 / N53/ 1.76 /
N54/ 2.11 / N55/ 1.14 / N56/ 1.16 /
N57/ 0.04 / N58/ 0.38 / N59/ 0.38 /
N60/ 0.34 / N61/ 0.87 / N62/ 2.37 /
N63/ 1.33 / N64/ 1.92 / N65/ 2.12 /
N66/ 2.22 / N67/ 2.33 / N68/ 2.09 /
D1/ 2.53 / N60.7/ 0.88 /
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 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.85 /
L7/ 6.62 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.59 / L11/ 4.99 / L12/ 9.58 /
L13/ 11.77 / L14/ 0.03 / L15/ 0.31 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.27 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.25 / 4344/ 3.44 / 6869/ 0.27 /
4445/ 12.94 / 4546/ 10.95 / 4647/ 11.74 /
4754/ 20.48 / 4849/ 3.43 / 5051/ 6.82 /
5253/ 8.57 / 5354/ 37.72 / 5462/ 49.05 /
5657/ 0.00 / 5758/ 0.01 / 5859/ 0.00 /
5960/ 0.62 / 6061/ 5.59 / 6162/ 9.87 /
6465/ 6.55 / 6566/ 13.85 / 6667/ 34.56 /
L595/ 59.34 / L598/ 0.01 / 6768/ 0.18 /
5152/ 0.01 / 4950/ 0.03 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.07 / 6264ova/ 0.13 /
6264unda/ 0.00 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.63 / L6/ 18.83 /
L7/ 69.50 / L8/ 143.35 / L9/ 0.29 /
L10/ 25.92 / L11/ 82.39 / L12/ 158.13 /
L13/ 205.90 / L14/ 0.27 / L15/ 3.97 /
L24/ 0.72 / L25/ 0.96 / L26/ 0.81 /
L27/ 2.14 / L28/ 1.74 / L29/ 5.21 /
L30/ 26.80 / L31/ 11.57 / L32/ 1.14 /
L33/ 0.01 / L34/ 4.75 / L35/ 1.12 /
L36/ 0.58 / W2637/ 0.00 / L37/ 4.00 /
L38/ 3.31 / L39/ 3.63 / L41/ 7.20 /
4243/ 14.74 / 4344/ 171.96 / 6869/ 5.43 /
4445/ 426.97 / 4546/ 273.78 / 4647/ 234.75 /
4754/ 634.77 / 4849/ 41.12 / 5051/ 129.53 /
5253/ 171.38 / 5354/ 1093.97 / 5462/ 588.60 /
5657/ 0.00 / 5758/ 0.29 / 5859/ 0.07 /
5960/ 10.61 / 6061/ 61.54 / 6162/ 295.97 /
6465/ 209.62 / 6566/ 484.62 / 6667/ 1728.10 /
L595/ 356.02 / L598/ 0.04 / 6768/ 1.80 /
5152/ 0.09 / 4950/ 0.18 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 7.94 / 6264ova/ 1.34 /
6264unda/ 0.04 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.09 / 4344/ 0.24 / 6869/ 0.09 /
4445/ 0.70 / 4546/ 0.67 / 4647/ 0.88 /
4754/ 0.91 / 4849/ 0.33 / 5051/ 0.66 /
5253/ 0.74 / 5354/ 1.17 / 5462/ 1.31 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.07 / 6061/ 0.31 / 6162/ 0.65 /
6465/ 0.44 / 6566/ 0.69 / 6667/ 0.94 /
L595/ 1.36 / L598/ 0.00 / 6768/ 0.01 /
5152/ 0.00 / 4950/ 0.01 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.05 / 6264ova/ 0.01 /
6264unda/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.91 4344/ 90.91/ 90.91 6869/ 87.95/ 87.79/
4445/ 90.91/ 90.91 4546/ 90.91/ 90.91 4647/ 90.91/ 90.91/
4754/ 90.91/ 90.91 4849/ 91.04/ 91.04 5051/ 91.04/ 91.04/
5253/ 90.91/ 90.91 5354/ 90.91/ 90.91 5462/ 90.91/ 90.91/
5657/ 99.23/ 99.23 5758/ 99.23/ 92.44 5859/ 92.44/ 91.60/
5960/ 91.60/ 91.38 6061/ 91.38/ 91.38 6162/ 90.91/ 90.91/
6465/ 89.43/ 89.43 6566/ 89.43/ 89.43 6667/ 89.43/ 89.43/
L595/ 90.91/ 90.91 L598/ 91.38/ 91.32 6768/ 89.43/ 89.39/
5152/ 91.04/ 91.03 4950/ 91.04/ 91.04 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 89.43/ 89.43 6364und/ 95.75/ 89.43 6264ova/ 90.91/ 90.87/
6264unda/ 90.91/ 89.43
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 18626
Total number of time steps during simulation.... 17021
Ratio of actual # of time steps / NTCYC......... 3.940
Average number of iterations per time step...... 1.094
Average time step size(seconds)................ 1.269
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 1.523
Average minimum implicit time step (sec)........ 1.500
Average minimum junction time step (sec)........ 1.500
Average Courant Factor Tf....................... 1.500
Number of times omega reduced................... 1081
*=========================================================*
| 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 1.11 18889 2 8 0 0 0
N2 0 1.11 18943 9 16 4 0 0
N3 0 1.10 18778 2 8 0 0 0
N4 0 1.11 18970 0 6 0 0 0
N5 0 1.16 19661 3 12 1 0 0
N6 0 1.34 22813 0 7 0 0 0
N7 0 1.89 32091 1 10 1 0 0
N8 0 2.49 42348 72 17 36 0 0
N9 0 1.93 32906 35 12 20 0 0
N10 0 1.11 18824 0 8 0 0 0
N11 0 1.36 23232 0 31 1 1 0
N12 0 1.94 33090 1 10 1 0 0
N13 0 2.35 40076 2 8 0 0 0
N14 0 1.88 32030 9 23 5 0 0
N15 0 1.11 18851 5 10 1 0 0
N24 0 1.11 18841 1 14 1 0 0
N25 0 1.11 18817 0 13 1 0 0
N26 0 1.19 20335 3 10 2 0 0
N27 0 1.11 18826 1 7 0 0 0
N28 0 1.06 17959 0 6 0 0 0
N29 0 1.11 18883 1 13 2 0 0
N30 0 1.11 18893 1 14 2 0 0
N31 0 1.07 18163 0 15 2 0 0
N32 0 1.09 18628 0 7 0 0 0
N33 0 1.10 18696 0 7 0 0 0
N34 0 1.12 19126 1 13 1 0 0
N35 0 1.12 19008 0 7 0 0 0
N36 0 1.08 18406 0 11 1 0 0
N37 0 1.14 19341 3 9 0 0 0
N38 0 1.15 19649 0 19 1 0 0
N39 0 1.10 18649 0 6 0 0 0
N41 0 1.11 18896 0 9 0 0 0
N42 0 1.12 19078 2 18 1 0 0
N43 0 1.11 18876 1 7 0 0 0
N44 0 1.12 19010 0 8 0 0 0
N45 0 1.26 21374 0 7 0 0 0
N69 0 1.14 19346 6 7 0 0 0
N46 0 1.56 26495 0 7 0 0 0
N47 0 1.52 25948 0 6 0 0 0
N48 0 1.72 29343 0 12 2 0 0
N49 0 1.78 30235 2 16 3 0 0
N50 0 1.70 29020 0 10 2 0 0
N51 0 1.75 29851 0 11 2 0 0
N52 0 1.62 27594 0 9 0 0 0
N53 0 2.47 41981 6 10 1 0 0
N54 0 2.70 45880 0 8 0 0 0
N55 0 1.13 19158 22 9 0 0 0
N56 0 1.23 20921 19 17 3 0 0
N57 0 1.07 18226 0 6 0 0 0
N58 0 1.10 18698 0 31 2 1 0
N59 0 1.12 19057 3 8 0 0 0
N60 0 1.67 28386 3 8 0 0 0
N61 0 1.63 27779 3 8 0 0 0
N62 0 2.76 46958 216 20 231 0 0
N63 0 1.54 26284 314 46 291 20 2
N64 0 1.36 23199 11 24 99 0 0
N65 0 1.16 19725 0 7 0 0 0
N66 0 1.23 20903 0 7 0 0 0
N67 0 1.17 19958 0 9 0 0 0
N68 0 1.08 18452 0 7 0 0 0
D1 0 2.25 38295 321 20 278 0 0
N60.7 0 1.56 26524 0 17 2 0 0
Total number of iterations for all junctions.. 1489172
Minimum number of possible iterations......... 1055302
Efficiency of the simulation.................. 1.41
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.7529 0 15 0.0000 6.2471 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4574 0 15 0.0000 7.5426 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.2300 0 15 0.0000 8.7700 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5909 0 15 0.0000 9.4091 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.1239 0 15 0.0000 9.8761 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6230 0 15 0.0000 10.3770 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6454 0 15 0.0000 10.3546 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6491 0 15 0.0000 10.3509 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6497 0 15 0.0000 10.3503 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9416 0 15 0.0000 11.0584 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6750 0 15 0.0000 12.3250 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6789 0 15 0.0000 12.3211 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6807 0 15 0.0000 12.3193 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6820 0 15 0.0000 12.3180 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0579 0 15 0.0000 14.9421 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.8245 0 16 0.0000 15.1755 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.3556 0 15 0.0000 15.6444 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 94.0308 0 15 0.0000 15.9692 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.4851 0 17 0.0000 16.5149 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.9225 0 16 0.0000 9.0775 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 114.0455 0 16 0.0000 5.9545 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0371 0 19 0.0000 3.9629 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3948 0 19 0.0000 11.6052 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0583 0 22 0.0000 13.9417 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9335 0 15 0.0000 12.0665 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0921 0 22 0.0000 14.9079 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9873 0 22 0.0000 15.0127 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7304 0 22 0.0000 16.2696 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4923 0 17 0.0000 16.5077 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.4774 0 17 0.0000 16.5226 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.4162 0 17 0.0000 16.5838 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2978 0 17 0.0000 16.7022 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.8731 0 17 0.0000 17.1269 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.9060 0 21 0.0000 18.0940 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.7337 0 22 0.0000 18.2663 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.6456 0 22 0.0000 18.3544 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.7738 0 28 0.0000 20.2262 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.5226 0 23 0.0000 18.4774 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.3801 0 23 0.0000 8.6199 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.4917 0 15 0.0000 7.5083 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.4523 0 15 0.0000 7.5477 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.4392 0 15 0.0000 7.5608 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.3933 0 15 0.0000 7.6067 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.2945 0 23 0.0000 7.7055 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.2945 0 22 0.0000 7.7055 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.2941 0 23 0.0000 7.7059 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0633 0 15 0.0000 9.9367 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5564 0 15 0.0000 10.4436 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2681 0 15 0.0000 10.7319 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.8160 0 15 0.0000 6.1840 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.9786 0 15 0.0000 7.0214 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.4970 0 16 0.0000 7.5030 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.3691 0 16 0.0000 7.6309 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.2873 0 23 0.0000 7.7127 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0805 0 15 0.0000 1.9195 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 90.5451 0 25 0.0000 8.4549 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 90.1962 0 26 0.0000 8.8038 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 90.0037 0 27 0.0000 8.9963 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.9426 0 28 0.0000 9.0574 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.9313 0 28 0.0000 9.0687 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.2847 0 23 0.0000 18.7153 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.4751 0 16 0.0000 8.5249 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 1.8816 0 15 1.1122 0 15 0.0791 103.7528 102.4574 .4614 .3737
L2 31.3792 2.1255 2000.000 1.8736 0 15 0.9929 0 15 0.0597 102.4574 101.2300 .3737 .4250
L3 21.1637 1.3610 2000.000 1.8605 0 15 0.6429 0 15 0.0879 101.2300 100.5908 .4250 .5654
L4 14.8201 1.0611 2000.000 3.5621 0 15 0.7719 0 15 0.2404 100.5909 100.1239 .5654 .5419
L5 14.1212 0.8828 2000.000 3.5421 0 15 0.9005 0 15 0.2508 100.1239 99.6230 .5419 .3815
L6 107.6004 6.2322 2000.000 3.5537 0 15 0.7912 0 15 0.0330 99.6229 99.6454 .3815 .6577
L7 212.9831 7.4760 2500.000 3.5680 0 15 0.3073 0 15 0.0168 99.6454 99.6491 .5262 .7396
L8 226.7844 7.2108 2500.000 3.9928 0 15 0.1837 0 15 0.0176 99.6491 99.6497 .7396 .9119
L9 5.4768 0.2939 750.0000 3.9635 0 15 0.6092 0 15 0.7237 99.6497 99.4375 .5729 .3034
L10 230.8083 6.4958 2000.000 3.9636 0 15 0.6256 0 15 0.0172 98.9416 97.6750 .1208 .4875
L11 134.5580 5.4486 2000.000 4.0226 0 16 0.3975 0 16 0.0299 97.6750 97.6789 .4875 .7895
L12 167.9513 6.1292 2500.000 4.0762 0 15 0.2653 0 15 0.0243 97.6789 97.6807 .6316 .8723
L13 106.1819 4.1053 2750.000 5.5275 0 15 0.2968 0 15 0.0521 97.6807 97.6820 .7930 .9935
L14 3.7006 0.2681 800.0000 5.5127 0 15 0.9582 0 15 1.4897 97.6820 97.5383 .6775 .5104
L15 41.4767 1.7793 1500.000 5.5057 0 15 0.7332 0 15 0.1327 95.0579 94.8245 .3986 .5296
L24 46.8109 1.7908 2000.000 5.4810 0 16 0.9029 0 16 0.1171 94.8245 94.3556 .3972 .3828
L25 97.5504 2.8649 2500.000 7.1571 0 15 0.8793 0 15 0.0734 94.3556 94.0308 .3062 .4723
L26 39.8090 1.2386 3000.000 6.6136 0 15 1.2472 0 15 0.1661 94.0308 93.4851 .3936 .2484
L27 416.5903 6.9969 3500.000 6.5555 0 15 1.0756 0 10 0.0157 93.4851 93.4774 .2129 .4221
L28 142.9406 2.4129 2000.000 1.6138 0 16 0.7119 0 14 0.0113 120.9225 114.0455 .2113 .2727
L29 111.2914 2.2238 2000.000 3.0089 0 17 1.0859 0 14 0.0270 114.0455 106.0371 .2727 .2685
L30 121.4510 2.4983 2000.000 3.9152 0 19 0.7091 0 13 0.0322 106.0371 98.3948 .2685 .4474
L31 81.3908 1.8198 2000.000 5.4244 0 19 0.5713 0 10 0.0666 98.3948 96.0583 .4474 .6292
L32 10.6189 1.0497 1500.000 5.5392 0 22 1.0275 0 22 0.5216 96.0583 95.0921 .8389 .6814
L33 13.2107 0.8025 900.0000 0.6896 0 15 0.4190 0 15 0.0522 97.9335 97.3683 .4705 .2759
L34 27.1462 0.7567 2000.000 5.7937 0 22 0.4417 0 21 0.2134 95.0921 94.9873 .5110 .5087
L35 151.1332 2.3985 2800.000 5.7904 0 22 0.8604 0 22 0.0383 94.9873 93.7304 .3633 .2680
L36 604.2278 7.2058 3400.000 6.0001 0 22 1.4651 0 9 0.0099 93.7304 93.4923 .2207 .3477
W2637 41.0450 1.2356 2000.000 0.5273 0 15 0.4320 0 15 0.0128 94.0308 93.7697 .1554 .0748
L37 268.7941 4.1638 3600.000 6.1537 0 22 0.6792 0 32 0.0229 93.4923 93.4774 .3284 .4104
L38 20.3679 0.8611 2000.000 12.2725 0 16 0.9605 0 15 0.6025 93.4774 93.4162 .7387 .7181
L39 220.6626 2.1612 4000.000 -12.2340 0 17 -0.9086 0 15 -0.0554 93.4162 93.2978 .3091 .3294
L41 24.3580 0.8853 2000.000 12.1657 0 17 0.7886 0 17 0.4995 93.2978 92.8731 .7089 .6965
4243 57.3946 1.4914 2000.000 12.7930 0 18 0.8029 0 17 0.2229 92.8731 91.9060 .6965 .6280
4344 63.4676 1.6550 2000.000 12.4169 0 18 0.7470 0 13 0.1956 91.9060 91.7337 .6280 .8668
6869 43.1813 0.6276 2800.000 14.9901 Section 4
0 28 0.5368 0 20 0.3471 89.9313 89.7738 .7469 .7478
4445 40.5331 0.8886 2500.000 11.7600 0 21 0.4392 0 16 0.2901 91.7337 91.6456 .6935 .7782
4546 32.1296 1.0102 2500.000 11.8682 0 22 0.5572 0 15 0.3694 91.6456 91.5226 .7782 .8730
4647 6.5151 0.2485 2500.000 11.8560 0 23 0.6049 0 22 1.8198 91.5226 91.3801 .8730 .8240
4754 23.2712 0.5409 2500.000 12.0130 0 23 0.3874 0 23 0.5162 91.3801 91.2941 .8240 .8456
4849 22.9256 0.7660 2000.000 2.3372 0 15 0.2738 0 15 0.1019 91.4917 91.4522 .4559 .5211
5051 17.7578 0.7639 2000.000 3.2294 0 15 0.3038 0 15 0.1819 91.4392 91.3933 .5546 .6616
5253 101.3181 3.3268 2000.000 3.2883 0 14 1.5362 0 11 0.0325 91.2945 91.2945 .6822 .8823
5354 71.9793 1.0069 2500.000 2.3220 0 11 0.3207 0 10 0.0323 91.2945 91.2941 .7058 .8136
5462 116.2459 1.4360 2500.000 13.7480 0 23 0.2111 0 23 0.1183 91.2941 91.2873 .8136 .9469
5657 69.9273 5.9238 400.0000 0.5497 0 15 0.6936 0 15 0.0079 99.5564 99.2681 .0660 .0953
5758 51.4571 6.0705 500.0000 0.5407 0 15 0.1790 0 15 0.0105 99.2681 92.8160 .0762 .7520
5859 7.5758 0.9098 1000.000 1.0840 0 15 0.5825 0 15 0.1431 92.8160 91.9786 .3760 .3786
5960 9.0643 0.8433 1000.000 1.2465 0 15 0.4628 0 15 0.1375 91.9786 91.4970 .3786 .3370
6061 18.2707 1.0952 1000.000 1.2378 0 16 0.3081 0 0 0.0677 91.4970 91.4751 .3370 .7751
6162 28.0890 1.5752 2000.000 1.4664 0 16 0.6323 0 9 0.0522 91.3691 91.2873 .4346 1.183 *
6465 30.1389 0.8188 2400.000 15.3816 0 24 0.6874 0 21 0.5104 90.5451 90.1962 .7980 .8818
6566 23.0443 0.6922 2400.000 15.0762 0 25 0.5625 0 23 0.6542 90.1962 90.0037 .8818 .9265
6667 28.9716 0.4557 2400.000 15.2135 0 26 0.2694 0 24 0.5251 90.0037 89.9426 .9265 .9719
L595 116.2459 1.4360 2500.000 14.4700 0 23 0.1879 0 23 0.1245 91.2873 91.2847 .9469 1.013 *
L598 13.1084 2.2001 300.0000 1.2359 0 16 0.7355 0 16 0.0943 91.4751 91.3922 .3170 .2408
6768 22.4678 1.2234 600.0000 14.9572 0 27 1.3546 0 21 0.6657 89.9426 89.9313 .9044 .9188
5152 10.0715 0.9394 800.0000 3.2216 0 15 1.1184 0 15 0.3199 91.3933 91.3089 .4541 .3548
4950 16.9506 1.8233 800.0000 2.3266 0 15 0.8145 0 7 0.1373 91.4523 91.4392 .5153 .5240
5556ova 8.0165 3.7039 500.0000 0.6630 0 15 1.6440 0 15 0.0827 100.0633 99.6128 .4266 .4255
5556unda 0.2730 2.4721 375.0000 0.2334 0 15 2.0869 0 15 0.8548 100.0633 99.5564 3.048 2.897
5663ova 7.0634 3.0050 500.0000 0.4378 0 15 1.2661 0 15 0.0620 99.5564 98.1559 .3128 .3119
5663und 0.2114 1.9145 375.0000 0.2366 0 15 2.1669 0 15 1.1190 99.5564 97.3431 3.083 .9148
6364ova 109.2892 6.1392 1800.000 0.7199 0 15 0.9269 0 15 0.0066 97.0805 90.5451 .0447 .3584
6364und 0.6735 4.2350 450.0000 0.6237 0 8 3.8856 0 7 0.9259 97.0805 90.5451 2.956 4.255
6264ova 48.9163 1.4846 800.0000 14.4300 0 23 1.3412 0 23 0.2950 91.2847 91.2178 .5058 .4472
6264unda 0.0009 0.4442 50.0000 0.0034 1 42 1.4516 4 13 3.9059 91.2847 90.5451 50.69 38.30
FREE # 1 Undefnd Undefnd Undefn 14.9901 0 28
*==================================================*
| 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 0.3369 1.6957 0.9263
L2 0.0000 360.0000 0.0000 0.0000 0.3540 1.8884 0.7922
L3 0.0000 360.0000 0.0000 0.0000 0.4370 2.9018 0.6354
L4 0.0000 360.0000 0.0000 0.0000 0.5613 4.6158 0.8522
L5 0.0000 360.0000 0.0000 0.0000 0.4995 3.9400 0.8295
L6 0.0000 360.0000 0.0000 0.0000 0.4701 4.4916 0.8219
L7 0.0000 360.0000 0.0000 0.0000 0.7730 11.6115 0.4861
L8 0.0000 360.0000 0.0000 0.0000 1.0511 21.7793 0.3782
L9 0.0000 0.0000 0.0000 360.0000 0.2332 6.5068 0.2002
L10 0.0000 360.0000 0.0000 0.0000 0.4257 6.3620 0.3793
L11 0.0000 360.0000 0.0000 0.0000 0.6233 10.1744 0.5061
L12 0.0000 360.0000 0.0000 0.0000 0.9157 15.3861 0.4979
L13 0.0000 360.0000 0.0000 0.0000 0.8746 18.6290 0.7289
L14 0.0000 0.0000 0.0000 360.0000 0.2788 5.7551 0.4552
L15 0.0000 360.0000 0.0000 0.0000 0.4892 7.5322 0.5090
L24 0.0000 360.0000 0.0000 0.0000 0.4586 6.0875 0.7011
L25 0.0000 360.0000 0.0000 0.0000 0.6204 8.1469 0.8549
L26 0.0000 360.0000 0.0000 0.0000 0.5846 5.3362 1.1849
L27 0.0000 360.0000 0.0000 0.0000 0.5558 7.1177 1.0409
L28 0.0000 360.0000 0.0000 0.0000 0.2397 2.3928 0.3272
L29 0.0000 360.0000 0.0000 0.0000 0.3358 2.8249 0.5740
L30 0.0000 360.0000 0.0000 0.0000 0.3646 5.7694 0.4858
L31 0.0000 360.0000 0.0000 0.0000 0.4102 11.5023 0.5189
L32 0.0000 360.0000 0.0000 0.0000 0.4882 5.3907 1.1716
L33 0.0000 0.0000 0.0000 360.0000 0.1388 1.6533 0.1400
L34 0.0000 360.0000 0.0000 0.0000 0.6033 13.1203 0.4503
L35 0.0000 360.0000 0.0000 0.0000 0.3066 6.7297 0.7605
L36 0.0000 360.0000 0.0000 0.0000 0.3600 8.5926 0.7882
W2637 343.3750 0.0000 0.0000 16.6250 0.1454 1.2206 0.0995
L37 0.0000 360.0000 0.0000 0.0000 0.7212 11.4101 0.7649
L38 0.0000 360.0000 0.0000 0.0000 0.7339 12.9444 1.3836
L39 0.0000 117.1042 242.8958 0.0000 0.7674 13.5529 1.1533
L41 0.0000 360.0000 0.0000 0.0000 0.9100 15.4319 1.1076
4243 0.0000 360.0000 0.0000 0.0000 0.5625 15.9816 1.0485
4344 1.0417 358.9583 0.0000 0.0000 0.7500 20.8035 0.9354
6869 17.2292 342.7708 0.0000 0.0000 0.8485 30.8478 1.0148
4445 0.2083 359.7917 0.0000 0.0000 1.2390 29.0007 0.7466
4546 0.2083 359.7917 0.0000 0.0000 1.1400 22.7642 1.0763
4647 0.2083 359.7917 0.0000 0.0000 1.1412 19.5995 1.2832
4754 0.2083 359.7917 0.0000 0.0000 1.1517 31.0107 0.8085
4849 0.2083 358.5833 0.0000 1.2083 0.5818 8.5378 0.2674
5051 0.2083 358.5417 0.0000 1.2500 0.8575 10.6347 0.3693
5253 0.2083 359.7917 0.0000 0.0000 0.8441 13.9203 0.6173
5354 0.2083 357.0000 0.0000 2.7917 1.4468 50.3759 0.1195
5462 2.9583 357.0417 0.0000 0.0000 1.3724 65.1249 0.4646
5657 342.2083 17.7917 0.0000 0.0000 0.0266 0.7939 0.0223
5758 254.7083 105.2917 0.0000 0.0000 0.1692 3.0389 0.0368
5859 0.2083 359.7917 0.0000 0.0000 0.2596 1.8610 0.2198
5960 0.2083 359.7917 0.0000 0.0000 0.2676 2.6939 0.1654
6061 0.2083 357.0000 0.0000 2.7917 0.3874 7.3406 0.0938
6162 0.2083 359.7917 0.0000 0.0000 0.6658 10.0026 0.4697
6465 0.2083 359.7917 0.0000 0.0000 0.9218 23.6106 1.3299
6566 0.2083 359.7917 0.0000 0.0000 1.1252 27.4920 1.1964
6667 0.2083 359.7917 0.0000 0.0000 1.1729 57.3263 0.6074
L595 0.2083 359.7917 0.0000 0.0000 1.4008 77.0192 0.4602
L598 8.1250 0.0000 0.0000 351.8750 0.0841 1.6806 0.0615
6768 17.1667 17.7500 0.0000 325.0833 0.3714 16.0028 0.5123
5152 7.0000 30.8750 0.0000 322.1250 0.2249 2.8810 0.3618
4950 4.5833 352.5833 0.0000 2.8333 0.2906 3.4256 0.2823
5556ova 335.6146 7.4271 0.0000 16.9583 0.0913 0.4059 0.3481
5556unda 0.2083 36.9375 0.0000 322.8542 0.1118 0.1135 2.3263
5663ova 332.9625 0.0000 0.0000 27.0375 0.0862 0.3461 0.1976
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6242
6364ova 338.5667 10.0208 0.0000 11.4125 0.2755 3.0347 0.0732
6364und 5.3958 354.6042 0.0000 0.0000 0.1259 0.1647 5.7662
6264ova 16.4583 0.0000 0.0000 343.5417 0.2438 10.7632 0.5111
6264unda 0.2083 359.7917 0.0000 0.0000 0.0137 0.0025 2.5203
*===========================================*
| 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 0.0898 1939.8576 0.0013 1.0000 0.2915 0.0523 0.0953 9.8510
L2 0.0899 1942.0484 0.0012 1.0000 0.2477 0.0519 0.1100 9.8510
L3 0.0899 1942.4718 0.0011 1.0000 0.1608 0.0648 0.1684 9.8510
L4 0.1694 3658.0385 0.0024 1.0000 0.0624 0.1044 0.3439 9.8510
L5 0.1695 3661.9879 0.0026 1.0000 0.0298 0.2118 0.8129 9.8510
L6 0.1696 3663.4861 0.0040 1.0000 0.0167 0.3185 2.1439 2.3094
L7 0.1696 3664.2890 0.0053 1.0000 0.0044 0.5965 7.2112 2.2987
L8 0.1905 4115.8495 0.0064 1.0000 0.0021 0.8457 15.2388 2.2986
L9 0.1906 4117.6661 0.0028 1.0000 0.2406 0.0319 0.4956 4.9255
L10 0.1907 4119.4669 0.0023 1.0000 0.0350 0.2400 3.3383 5.0952
L11 0.1905 4114.6276 0.0042 1.0000 0.0066 0.4741 6.2491 2.3025
L12 0.1897 4097.1325 0.0050 1.0000 0.0032 0.7645 11.0431 2.3007
L13 0.2607 5630.7031 0.0072 1.0000 0.0031 0.8567 13.3680 2.3028
L14 0.2603 5621.7262 0.0041 1.0000 0.2496 0.0912 0.4236 4.9255
L15 0.2606 5628.7191 0.0027 1.0000 0.0864 0.0910 0.9161 6.5872
L24 0.2606 5628.5389 0.0035 1.0000 0.2283 0.0625 0.4239 6.5673
L25 0.3412 7369.1096 0.0038 1.0000 0.1611 0.0854 0.6336 6.5944
L26 0.3338 7209.2457 0.0048 1.0000 0.2272 0.0899 0.4494 6.5673
L27 0.3342 7219.3044 0.0043 1.0000 0.1125 0.1207 0.7756 3.2837
L28 0.1051 2269.2832 0.0009 1.0000 0.3373 0.0395 0.1858 6.5673
L29 0.1959 4232.4155 0.0019 1.0000 0.2331 0.0574 0.2966 6.5673
L30 0.3335 7203.7940 0.0023 1.0000 0.2138 0.1087 0.7670 6.5673
L31 0.4699 10148.985 0.0028 1.0000 0.1398 0.1290 1.1973 6.5673
L32 0.5068 10946.045 0.0036 1.0000 0.2637 0.1451 0.6451 8.2092
L33 0.0290 627.0500 0.0004 1.0000 0.3907 0.0159 0.0731 9.8510
L34 0.5373 11606.590 0.0035 1.0000 0.0589 0.1776 2.3344 8.2092
L35 0.5385 11630.950 0.0039 1.0000 0.3239 0.1172 0.7647 8.2092
L36 0.5651 12205.848 0.0034 1.0000 0.5819 0.0908 0.6400 2.9553
W2637 0.0083 178.4148 0.0003 0.0421 0.0149 0.0030 0.0216 0.1000
L37 0.5758 12436.309 0.0039 1.0000 0.1649 0.1514 1.1776 2.9553
L38 0.9121 19700.331 0.0083 1.0000 0.1341 0.1896 1.3523 2.9553
L39 -0.9132 -19725.98 0.0079 1.0000 0.0000 0.1638 1.6241 6.5673
L41 0.9188 19846.159 0.0080 1.0000 0.1523 0.1829 1.7371 6.5673
4243 0.9793 21153.202 0.0076 0.9996 0.1647 0.1625 1.5871 4.2488
4344 0.9892 21366.857 0.0065 0.9983 0.0397 0.2889 4.9984 0.0774
6869 1.1926 25760.930 0.0123 0.9673 0.1182 0.2399 2.9973 0.1500
4445 0.9979 21554.755 0.0062 0.9996 0.0144 0.7486 14.4012 7.9664
4546 1.0018 21637.903 0.0066 0.9996 0.0186 0.7145 12.0069 7.9664
4647 0.9897 21377.582 0.0068 0.9995 0.0157 0.9004 12.3930 7.6594
4754 0.9883 21346.292 0.0065 0.9996 0.0109 0.9274 21.4063 7.9664
4849 0.1185 2560.4855 0.0038 0.9996 0.0070 0.3450 3.7353 7.9664
5051 0.1560 3370.3529 0.0042 0.9996 0.0062 0.6630 6.9365 7.9664
5253 0.1619 3496.5324 0.0043 0.9996 0.0220 0.7294 9.1227 1.5938
5354 0.1345 2905.9960 0.0061 0.9995 0.0056 1.1924 38.8455 7.6594
5462 1.0673 23053.318 0.0133 0.9957 0.0054 1.2982 50.2393 0.1500
5657 0.0108 233.8077 0.0003 0.0434 0.0479 0.0006 0.0183 0.0200
5758 0.0109 234.5056 0.0002 0.2908 0.0082 0.0118 0.1955 0.0350
5859 0.0453 977.8311 0.0006 0.9996 0.1397 0.0242 0.1168 7.9664
5960 0.0545 1177.6548 0.0007 0.9996 0.0250 0.0845 0.7379 7.9664
6061 0.0534 1154.4415 0.0029 0.9995 0.0083 0.3216 5.8274 7.6594
6162 0.0669 1444.3287 0.0023 0.9996 0.0103 0.5900 8.4900 7.9664
6465 1.2030 25984.218 0.0078 0.9996 0.0282 0.4898 7.9892 7.9664
6566 1.1905 25714.196 0.0086 0.9995 0.0159 0.7382 15.0073 7.6594
6667 1.2326 26625.043 0.0090 0.9996 0.0081 0.9606 36.3640 7.9664
L595 1.0975 23705.793 0.0216 0.9995 0.0045 1.3397 60.7144 7.6594
L598 0.0508 1096.8370 0.0011 0.9864 1.3162 0.0052 0.1034 0.0200
6768 1.1898 25698.680 0.0080 0.9675 0.5820 0.0574 1.4638 0.0200
5152 0.1524 3290.9822 0.0025 0.9880 0.6526 0.0278 0.2337 0.0229
4950 0.1174 2535.4663 0.0017 0.9934 0.1800 0.0373 0.2751 0.0233
5556ova 0.0197 425.0148 0.0004 0.0599 0.0626 0.0041 0.0119 0.0201
5556unda 0.0226 489.0266 0.0002 0.9996 1.5185 0.0213 0.0124 0.7435
5663ova 0.0204 440.9851 0.0003 0.0674 0.0636 0.0043 0.0160 0.0200
5663und 0.0262 565.6470 0.0002 0.9996 1.2122 0.0253 0.0139 0.7435
6364ova 0.0221 476.3208 0.0004 0.0522 0.0313 0.0141 0.1501 0.0500
6364und 0.0541 1168.8911 0.0020 0.9995 1.0102 0.0588 0.0782 0.7435
6264ova 1.0813 23356.174 0.0087 0.9694 0.5651 0.0472 1.2359 0.0200
6264unda 0.0064 138.3080 0.0000 0.9995 0.4753 0.0125 0.0023 0.7149
FREE # 1 1.1925 25758.780
*===============================================================*
| 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 1.8674 0.0000 1.2421 0.6934 0.8619 103.7507 102.4542 Max Flow
L2 1.8511 0.0000 0.9751 0.6026 0.7432 102.4538 101.2248 Max Flow
L3 1.8285 0.0000 0.4416 0.5989 0.8436 101.2245 100.5872 Max Flow
L4 3.5169 0.0000 0.4624 0.6984 1.1251 100.5867 100.1167 Max Flow
L5 3.4759 0.0000 0.4533 0.6183 1.1433 100.1162 99.6212 Max Flow
L6 3.4670 0.0000 0.0255 0.6965 0.5916 99.6210 99.6429 Max Flow
L7 3.4456 0.0000 0.0017 0.6397 0.5313 99.6428 99.6457 Max Flow
L8 3.9085 0.0000 0.0004 0.6449 0.5472 99.6456 99.6463 Max Flow
L9 3.8745 0.0000 0.1857 0.2255 0.6705 99.6462 99.4355 Max Flow
L10 3.8696 0.0000 0.0767 0.2865 0.2380 98.9383 97.6733 Max Flow
L11 3.8541 0.0000 0.0066 0.5970 0.5431 97.6732 97.6776 Max Flow
L12 3.8399 0.0000 0.0016 0.6864 0.6097 97.6775 97.6791 Max Flow
L13 5.4659 0.0000 0.0029 0.9628 0.8819 97.6791 97.6802 Max Flow
L14 5.4118 0.0000 0.1082 0.4078 0.7674 97.6800 97.5378 Max Flow
L15 5.3822 0.0000 0.2447 0.3728 0.5906 95.0509 94.8132 Max Flow
L24 5.3169 0.0000 0.4558 0.5409 0.7778 94.8129 94.3515 Max Flow
L25 7.0625 0.0000 0.2736 0.5798 0.7596 94.3510 94.0229 Max Flow
L26 6.4743 0.0000 0.4891 0.7069 1.3581 94.0225 93.4391 Max Flow
L27 6.3576 0.0000 0.0921 0.7278 0.6927 93.4380 93.4267 Max Flow
L28 1.5586 0.0000 4.4396 0.3039 0.4139 120.9111 114.0293 Max Flow
L29 2.8705 0.0000 7.7219 0.3787 0.5205 114.0195 106.0358 Max Flow
L30 3.8986 0.0000 2.6506 0.4070 0.5349 106.0358 98.3940 Max Flow
L31 5.4089 0.0000 0.6591 0.5947 0.8938 98.3940 96.0492 Max Flow
L32 5.4369 0.0000 0.8986 0.8333 1.2109 96.0490 95.0867 Max Flow
L33 0.6869 0.0000 0.5444 0.2479 0.3822 97.9330 97.3679 Max Flow
L34 5.7059 0.0000 0.1044 0.4652 1.0221 95.0866 94.9819 Max Flow
L35 5.6992 0.0000 1.2022 0.7722 0.9148 94.9836 93.7277 Max Flow
L36 5.9078 0.0000 0.1191 0.7486 0.7431 93.7277 93.3640 Max Flow
W2637 0.4906 0.0000 0.2421 0.1435 0.2843 94.0225 93.7636 Max Flow
L37 6.1100 0.0000 0.0304 0.6771 0.8093 93.4445 93.4254 Max Flow
L38 11.5232 0.0000 0.0608 0.9806 1.7259 93.4265 93.3599 Max Flow
L39 -0.0174 0.0000 -0.0084 0.0053 0.0169 92.1853 92.1937 Max Flow
L41 11.3173 0.0000 0.4074 0.7580 1.3778 93.2552 92.8491 Max Flow
4243 12.4292 0.0000 0.9338 0.9001 1.3378 92.8496 91.8973 Max Flow
4344 12.0430 0.0000 0.2209 0.8662 1.2158 91.8971 91.6969 Max Flow
6869 14.6501 0.0000 0.1602 0.9532 2.0791 89.9193 89.7592 Max Flow
4445 11.4785 0.0000 0.0958 0.6311 1.3616 91.6962 91.6033 Max Flow
4546 11.5662 0.0000 0.1251 1.0155 1.6639 91.6336 91.5138 Max Flow
4647 11.6356 0.0000 0.1349 0.9353 2.5000 91.5140 91.3750 Max Flow
4754 11.8395 0.0000 0.0850 0.8308 1.8780 91.3751 91.2910 Max Flow
4849 2.3116 0.0000 0.0413 0.3598 0.7159 91.4891 91.4495 Max Flow
5051 3.1870 0.0000 0.0476 0.2908 0.7458 91.4360 91.3903 Max Flow
5253 3.1238 0.0000 0.0279 0.4000 0.3954 90.4956 90.5030 Max Flow
5354 1.8276 0.0000 0.3952 0.1195 0.3420 89.9025 89.4980 Max Flow
5462 13.5597 0.0000 0.0077 0.3848 0.7359 91.2911 91.2844 Max Flow
5657 0.5399 0.0000 0.1463 0.0368 0.0251 99.5562 99.2675 Max Flow
5758 0.5237 0.0000 0.0212 0.0542 0.0369 99.2675 92.8059 Max Flow
5859 1.0233 0.0000 0.8270 0.2077 0.3652 92.8054 91.9687 Max Flow
5960 1.1799 0.0000 0.4719 0.1835 0.3566 91.9682 91.4890 Max Flow
6061 1.1475 0.0000 0.0225 0.1461 0.2589 91.4890 91.4688 Max Flow
6162 1.3818 0.0000 0.0872 0.6308 0.8539 91.3548 90.5005 Max Flow
6465 15.3546 0.0000 0.3709 1.1002 1.7623 90.5441 90.1822 Max Flow
6566 15.0568 0.0000 0.2094 1.1359 1.9672 90.1818 89.9751 Max Flow
6667 15.0350 0.0000 0.0675 0.9160 1.8247 89.9747 89.9080 Max Flow
L595 14.2211 0.0000 0.0029 0.3961 0.7553 91.2844 91.2817 Max Flow
L598 1.1157 0.0397 0.0359 0.0685 0.0678 91.4688 91.3878 Max Flow
6768 14.4566 0.0000 0.0134 0.3712 0.4857 89.9306 89.9193 Max Flow
5152 3.1527 0.0000 0.0578 0.2807 0.5786 91.3900 91.3057 Max Flow
4950 2.2862 0.0000 0.0137 0.2500 0.3748 91.4492 91.4363 Max Flow
5556ova 0.6544 0.0000 0.4481 0.2551 0.2117 100.0624 99.6117 Max Flow
5556unda 0.2332 0.1856 0.3201 0.3414 0.2667 100.0624 99.5562 Max Flow
5663ova 0.4354 0.0000 1.3965 0.1774 0.1556 99.5562 98.1556 Max Flow
5663und 0.2365 0.6012 1.6143 0.3430 0.3750 99.5562 97.3430 Max Flow
6364ova 0.7082 0.0000 7.0735 0.0796 0.0771 97.0797 89.9771 Max Flow
6364und 0.6229 1.5467 5.9730 1.3143 0.3417 97.0641 89.5438 Max Flow
6264ova 14.2261 0.0000 0.0473 0.3553 0.4612 91.2817 91.2153 Max Flow
6264unda 0.0034 0.1685 1.2766 2.2105 0.0500 90.9605 89.4846 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 140.0000 220.0000 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 270.0000 0.0000 90.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 270.0000 0.0000 90.0000 0.0000 0.0000 0.0000 0.0000 None
L14 55.0000 305.0000 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 225.0000 135.0000 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 315.0000 5.0000 20.0000 0.0000 0.0000 20.0000 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 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 335.0000 25.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 5.0000 295.0000 30.0000 0.0000 0.0000 0.0000 30.0000 0.0000 None
W2637 15.0000 5.0000 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 345.0000 15.0000 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 0.0000 360.0000 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
5051 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 0.0000 350.0000 5.0000 5.0000 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 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 125.0000 0.0000 0.0000 230.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 345.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 None
L598 120.0000 230.0000 5.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
6768 5.0000 340.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 110.0000 245.0000 5.0000 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
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 330.0000 0.0000 0.0000 25.0000 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 335.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 110.0000 235.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264unda 0.0000 0.0000 0.0000 0.0000 10.0000 350.0000 0.0000 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 0.2500 1.3333 1.0417 0.0000
L2 357.6250 357.6250 0.0000 0.0000
L3 358.8750 358.8750 0.0000 0.0000
L4 321.8958 321.9583 0.0000 0.0000
L5 0.0417 333.2500 0.0000 0.0000
L6 0.0000 350.3958 0.0000 0.0000
L7 0.0000 331.3750 0.0000 0.0000
L8 0.0000 328.5208 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 353.0000 0.0000 0.0000
L12 0.0000 351.1875 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.4583 358.7500 0.0000 0.0000
L24 7.2083 8.1667 0.0000 0.0000
L25 357.6667 357.6667 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 339.0556 359.9583 0.0000 0.0000
L28 131.0208 132.1875 0.0000 0.0000
L29 340.9583 340.9583 0.0000 0.0000
L30 358.9167 358.9167 0.0000 0.0000
L31 358.9167 358.9167 0.0000 0.0000
L32 10.9167 10.9167 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.1389 343.5069 0.0000 0.0000
L35 3.5833 3.5833 0.0000 0.0000
L36 57.1250 57.1667 0.1667 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 314.6458 359.0000 0.0000 0.0000
L38 0.0000 2.6667 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 19.6972 29.4375 0.0000 0.0000
4243 319.9167 319.9375 0.2917 0.0000
4344 75.6458 353.9861 0.0000 0.0000
6869 4.9800 10.1050 0.0000 0.0000
4445 7.3333 357.6250 0.0000 0.0000
4546 0.0000 346.1389 0.0000 0.0000
4647 0.0417 314.6250 0.0000 0.0000
4754 0.0278 348.8056 0.0000 0.0000
4849 0.5417 278.3958 0.0000 0.0000
5051 2.2083 315.9167 0.0000 0.0000
5253 5.1806 328.4583 1.2083 0.0000
5354 0.3889 303.9167 0.9167 0.0000
5462 6.6667 357.0417 0.0000 0.0000
5657 350.4167 350.4167 12.2708 0.0000
5758 352.0833 352.0833 0.0000 0.0000
5859 357.3194 357.6250 0.0000 0.0000
5960 344.4583 344.5139 0.0000 0.0000
6061 3.1667 284.3542 1.0833 0.0000
6162 9.4514 270.6667 0.0000 0.0000
6465 9.1250 351.7083 0.0000 0.0000
6566 4.6528 352.7917 0.0000 0.0000
6667 0.0417 350.7917 0.0000 0.0000
L595 3.2083 359.3333 1.0000 0.0000
L598 0.0000 0.0000 295.4167 0.0000
6768 0.0000 10.8958 0.0000 0.0000
5152 0.0000 0.0000 0.0000 0.0000
4950 147.6042 352.2917 0.0000 0.0000
5556ova 338.0938 338.1042 19.8958 0.0000
5556unda 1.6875 5.6667 330.2708 0.0000
5663ova 0.5321 0.5321 6.5833 0.0000
5663und 0.0000 0.0000 330.0417 0.0000
6364ova 341.7917 341.8125 11.4958 0.0000
6364und 274.0417 275.1667 4.0417 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264unda 0.2500 0.2500 0.0000 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.5102 1.2394 0.4910 0.1011 1.7357 0.0448 0.1981 1.4004 0.0912 2.0803 14.7046 0.9580 0.8502
L2 0.0000 1.0067 0.2448 0.0000 1.8652 0.0085 0.0000 1.8527 0.0346 0.0000 20.3794 0.3805 0.7970
L3 0.0000 0.6427 0.0000 0.0000 1.8605 0.0000 0.0000 2.8950 0.0000 0.0000 46.3201 0.0000 0.9906
L4 0.3155 0.8210 0.3417 0.0428 3.4074 0.1119 0.1358 4.1505 0.3274 2.1721 66.4081 5.2385 1.1096
L5 0.0000 0.8995 0.0000 0.0000 3.5421 0.0000 0.0000 3.9380 0.0000 0.0000 39.3800 0.0000 0.9519
L6 0.2079 0.9606 0.3064 0.1392 3.2960 0.1186 0.6696 3.4310 0.3869 6.8303 34.9966 3.9464 1.0525
L7 0.0376 0.3221 0.0777 0.0079 3.5252 0.0349 0.2091 10.9451 0.4496 2.1959 114.9232 4.7212 1.5760
L8 0.0157 0.1853 0.0315 0.0019 3.9868 0.0041 0.1230 21.5202 0.1286 1.2299 215.2024 1.2858 2.0496
L9 0.4689 0.7635 0.7268 1.5886 2.2640 0.1109 3.3879 2.9652 0.1526 33.8795 29.6518 1.5263 0.3406
L10 0.3428 0.7409 0.3467 0.2607 3.3134 0.3895 0.7604 4.4724 1.1235 7.6036 44.7245 11.2352 0.6212
L11 0.0736 0.4614 0.1475 0.0662 3.8049 0.1516 0.8993 8.2465 1.0278 14.8392 136.0678 16.9590 1.2816
L12 0.0374 0.2848 0.0760 0.0266 4.0029 0.0467 0.7103 14.0530 0.6146 11.7202 231.8748 10.1414 1.8722
L13 0.0417 0.3429 0.0852 0.0656 5.3369 0.1249 1.5736 15.5631 1.4671 27.5386 272.3541 25.6746 2.4755
L14 0.0000 0.5376 0.9979 0.0000 0.2678 5.2449 0.0000 0.4981 5.2558 0.0000 4.9812 52.5579 0.4638
L15 0.4421 0.9554 0.3941 0.7400 4.1849 0.5809 1.6737 4.3801 1.4741 21.7586 56.9415 19.1630 0.6889
L24 0.2219 0.9133 0.0000 0.0244 5.4566 0.0000 0.1099 5.9744 0.0000 2.1986 119.4882 0.0000 0.7799
L25 0.4264 1.0177 0.3965 0.3200 6.4008 0.4364 0.7503 6.2897 1.1006 12.0055 100.6346 17.6102 0.9612
L26 0.0000 1.2414 0.0000 0.0000 6.6136 0.0000 0.0000 5.3277 0.0000 0.0000 79.9149 0.0000 0.9946
L27 0.0000 1.0474 0.1680 0.0000 6.3857 0.1698 0.0000 6.0970 1.0106 0.0000 88.4066 14.6533 1.1358
L28 0.0000 0.6800 0.0000 0.0000 1.6138 0.0000 0.0000 2.3733 0.0000 0.0000 318.0250 0.0000 0.4891
L29 0.0000 1.0730 0.0000 0.0000 3.0089 0.0000 0.0000 2.8042 0.0000 0.0000 443.0636 0.0000 0.5394
L30 0.0000 0.6852 0.0000 0.0000 3.9152 0.0000 0.0000 5.7138 0.0000 0.0000 857.0655 0.0000 0.7567
L31 0.0927 0.4729 0.0885 0.0022 5.4217 0.0005 0.0235 11.4637 0.0059 2.0926 1020.2677 0.5232 1.0686
L32 0.3461 1.1181 0.4199 0.1616 5.3074 0.0701 0.4669 4.7466 0.1671 9.8054 99.6792 3.5084 1.1656
L33 0.1992 0.4954 0.1989 0.0648 0.6036 0.0212 0.3251 1.2184 0.1064 3.2510 12.1844 1.0643 0.3637
L34 0.1600 0.4612 0.3353 0.0558 5.3340 0.4038 0.3488 11.5652 1.2042 6.1036 202.3910 21.0740 1.0199
L35 0.1974 0.8669 0.3764 0.0026 5.7628 0.0249 0.0132 6.6477 0.0663 0.2840 142.9249 1.4249 0.9013
L36 0.1715 0.7166 0.0989 0.0348 5.9578 0.0074 0.2032 8.3139 0.0749 3.6577 149.6503 1.3482 0.9508
W2637 0.3492 0.4962 0.2705 0.0723 0.4007 0.0543 0.2071 0.8075 0.2007 2.0709 8.0753 2.0071 0.2471
L37 0.0989 0.6042 0.0606 0.1162 6.0218 0.0156 1.1748 9.9659 0.2574 27.6089 234.1978 6.0478 1.3210
L38 0.2142 1.2099 0.1442 0.6209 11.5844 0.0672 2.8989 9.5744 0.4662 40.5845 134.0422 6.5263 1.4589
L39 0.1194 0.9332 0.3141 0.0111 12.0581 0.1648 0.0931 12.9208 0.5246 0.9310 129.2080 5.2457 1.2997
L41 0.3455 0.8625 0.3365 0.4050 11.4178 0.3429 1.1725 13.2377 1.0190 63.9002 721.4557 55.5367 1.4062
4243 0.3682 1.3385 0.4314 2.3331 9.3035 1.1564 6.3370 6.9509 2.6807 380.2204 417.0518 160.8429 1.3194
4344 0.4391 0.9796 0.2742 4.8986 6.7697 0.7486 11.1548 6.9108 2.7304 557.7381 345.5414 136.5185 1.4798
6869 0.1306 0.5556 0.2074 0.0907 13.8137 1.0857 0.6944 24.8628 5.2357 13.8872 497.2553 104.7150 2.0933
4445 0.0000 0.4056 0.0000 0.0000 11.7600 0.0000 0.0000 28.9943 0.0000 0.0000 956.8133 0.0000 1.8305
4546 0.4941 0.6326 0.3157 7.4028 4.0144 0.4509 14.9837 6.3458 1.4283 374.5926 158.6459 35.7071 2.0540
4647 0.3258 0.6893 0.3402 0.5567 10.2981 1.0012 1.7085 14.9394 2.9428 34.1695 298.7875 58.8558 2.1284
4754 0.2934 0.4831 0.2927 2.1590 7.4427 2.4113 7.3595 15.4076 8.2369 228.1444 477.6359 255.3452 2.0847
4849 0.1619 0.3062 0.1542 0.1624 2.0413 0.1335 1.0033 6.6658 0.8656 12.0394 79.9900 10.3875 0.9715
5051 0.2185 0.3175 0.0000 0.3235 2.9059 0.0000 1.4807 9.1522 0.0000 28.1332 173.8923 0.0000 1.2084
5253 0.0417 0.3749 0.0283 0.1159 3.0908 0.0816 2.7771 8.2454 2.8807 55.5430 164.9077 57.6149 1.5681
5354 0.0283 0.0512 0.0367 0.2190 1.9004 0.2026 7.7269 37.1248 5.5198 224.0799 1076.6192 160.0753 1.8870
5462 0.1291 0.2435 0.0875 1.2246 11.9498 0.5737 9.4888 49.0800 6.5552 113.8656 588.9598 78.6627 2.1998
5657 0.1352 0.6926 0.1718 0.0000 0.5497 0.0000 0.0001 0.7937 0.0001 0.0003 4.7624 0.0006 0.0316
5758 0.1104 0.1816 0.1143 0.0083 0.5229 0.0095 0.0754 2.8803 0.0829 3.7691 144.0167 4.1472 0.1970
5859 0.0000 0.5832 0.0000 0.0000 1.0840 0.0000 0.0000 1.8588 0.0000 0.0000 33.4587 0.0000 0.3772
5960 0.2695 0.4844 0.2575 0.0455 1.1758 0.0252 0.1689 2.4272 0.0978 2.8709 41.2630 1.6622 0.3599
6061 0.1055 0.1855 0.0965 0.0421 1.0961 0.0996 0.3990 5.9090 1.0319 4.3885 64.9990 11.3507 0.5476
6162 0.1385 0.1806 0.0852 0.7332 0.6285 0.1046 5.2947 3.4800 1.2278 158.8403 104.4010 36.8326 1.4791
6465 0.1820 0.7348 0.4037 0.3079 13.8241 1.2497 1.6913 18.8135 3.0956 54.1224 602.0325 99.0594 2.0095
6566 0.0749 0.5787 0.5076 0.0103 9.7078 5.3581 0.1369 16.7740 10.5560 4.7903 587.0895 369.4600 2.1638
6667 0.2568 0.3440 0.1674 7.1995 6.0603 1.9536 28.0317 17.6150 11.6670 1401.5871 880.7496 583.3485 2.2728
L595 0.1270 0.2223 0.0817 1.5222 12.0714 0.8764 11.9820 54.2929 10.7318 71.8922 325.7574 64.3910 2.4274
L598 0.1565 0.7359 0.1565 0.0001 1.2357 0.0001 0.0007 1.6792 0.0007 0.0043 10.0751 0.0043 0.0848
6768 0.8340 1.1580 0.7878 3.7294 6.7099 4.5179 4.4716 5.7943 5.7346 44.7164 57.9435 57.3461 0.5465
5152 1.6118 2.1812 0.2128 1.5153 1.4334 0.2729 0.9401 0.6571 1.2820 5.6409 3.9429 7.6922 0.3286
4950 0.9563 1.2282 0.1167 1.1429 1.0204 0.1633 1.1951 0.8308 1.3995 7.1709 4.9848 8.3972 0.4154
5556ova 0.3098 1.7293 0.0000 0.0080 0.6550 0.0000 0.0258 0.3788 0.0000 0.4130 6.0607 0.0000 0.2130
5663ova 0.0539 1.2672 0.0577 0.0000 0.4378 0.0000 0.0002 0.3455 0.0000 0.0206 28.6766 0.0019 0.1562
6364ova 0.0798 0.1170 0.0720 0.2821 0.3641 0.0737 3.5339 3.1114 1.0232 35.3392 31.1137 10.2324 0.3092
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.3842
*========================================================*
| 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 0.3439 5.9047 0.1524 6.4010 8.5333 13.175 0.3439 5.9047 0.1524 6.4010 8.5333 13.175 0.0000 0.0000 0.0000 None
L2 0.0000 6.7151 0.03049 6.7456 2.1309 7.2133 0.0000 6.7151 0.03049 6.7456 2.1309 7.2133 0.0000 0.0000 0.0000 None
L3 0.0000 11.647 0.0000 11.647 4.8243 10.669 0.0000 11.647 0.0000 11.647 4.8243 10.669 0.0000 0.0000 0.0000 None
L4 0.2802 22.289 0.7318 23.301 4.5206 12.339 0.2802 22.289 0.7318 23.301 4.5206 12.339 0.0000 0.0000 0.0000 None
L5 0.0000 16.712 0.0000 16.712 6.3405 13.771 0.0000 16.712 0.0000 16.712 6.3405 13.771 0.0000 0.0000 0.0000 None
L6 3.3809 80.041 2.8792 86.301 6.6653 15.638 3.3809 80.041 2.8792 86.301 6.6653 15.638 0.0000 0.0000 0.0000 None
L7 0.6800 305.24 3.0248 308.94 4.8439 19.271 0.6800 305.24 3.0248 308.94 4.8439 19.271 0.0000 0.0000 0.0000 None
L8 0.3269 674.18 0.6856 675.19 6.0506 26.188 0.3269 674.18 0.6856 675.19 6.0506 26.188 0.0000 0.0000 0.0000 None
L9 12.016 17.125 0.8391 29.980 3.2745 30.716 12.016 17.125 0.8391 29.980 3.2745 30.716 0.0000 0.0000 0.0000 None
L10 3.4154 43.414 5.1031 51.932 10.052 23.317 3.4154 43.414 5.1031 51.932 10.052 23.317 0.0000 0.0000 0.0000 None
L11 3.8600 221.98 8.8450 234.69 6.2531 21.896 3.8600 221.98 8.8450 234.69 6.2531 21.896 0.0000 0.0000 0.0000 None
L12 2.9994 451.36 5.2691 459.63 6.4732 22.611 2.9994 451.36 5.2691 459.63 6.4732 22.611 0.0000 0.0000 0.0000 None
L13 6.9870 568.16 13.301 588.45 2.6145 22.768 6.9870 568.16 13.301 588.45 2.6145 22.768 0.0000 0.0000 0.0000 None
L14 0.0000 2.5023 49.013 51.515 4.4749 25.708 0.0000 2.5023 49.013 51.515 4.4749 25.708 0.0000 0.0000 0.0000 None
L15 5.9530 33.666 4.6732 44.293 2.2712 17.447 5.9530 33.666 4.6732 44.293 2.2712 17.447 0.0000 0.0000 0.0000 None
L24 0.1656 37.039 0.0000 37.204 4.6003 17.362 0.1656 37.039 0.0000 37.204 4.6003 17.362 0.0000 0.0000 0.0000 None
L25 2.6993 53.998 3.6813 60.378 3.0708 15.626 2.6993 53.998 3.6813 60.378 3.0708 15.626 0.0000 0.0000 0.0000 None
L26 0.0000 37.736 0.0000 37.736 5.5821 14.199 0.0000 37.736 0.0000 37.736 5.5821 14.199 0.0000 0.0000 0.0000 None
L27 0.0000 100.79 2.6801 103.47 10.961 22.796 0.0000 100.79 2.6801 103.47 10.961 22.796 0.0000 0.0000 0.0000 None
L28 0.0000 8.3212 0.0000 8.3212 25.440 36.789 0.0000 8.3212 0.0000 8.3212 25.440 36.789 0.0000 0.0000 0.0000 None
L29 0.0000 13.331 0.0000 13.331 22.933 31.363 0.0000 13.331 0.0000 13.331 22.933 31.363 0.0000 0.0000 0.0000 None
L30 0.0000 25.510 0.0000 25.510 22.865 41.837 0.0000 25.510 0.0000 25.510 22.865 41.837 0.0000 0.0000 0.0000 None
L31 0.02473 61.553 .005905 61.584 19.314 49.171 0.02473 61.553 .005905 61.584 19.314 49.171 0.0000 0.0000 0.0000 None
L32 0.9439 30.999 0.4097 32.353 5.6492 16.414 0.9439 30.999 0.4097 32.353 5.6492 16.414 0.0000 0.0000 0.0000 None
L33 0.3389 3.1590 0.1108 3.6087 6.5432 18.521 0.3389 3.1590 0.1108 3.6087 6.5432 18.521 0.0000 0.0000 0.0000 None
L34 0.7631 72.927 5.5212 79.211 1.5868 23.127 0.7631 72.927 5.5212 79.211 1.5868 23.127 0.0000 0.0000 0.0000 None
L35 0.01131 24.998 0.1082 25.118 8.6296 30.093 0.01131 24.998 0.1082 25.118 8.6296 30.093 0.0000 0.0000 0.0000 None
L36 0.5589 95.566 0.1188 96.244 4.7984 28.729 0.5589 95.566 0.1188 96.244 4.7984 28.729 0.0000 0.0000 0.0000 None
W2637 0.5100 2.8259 0.3829 3.7188 7.6235 15.603 0.5100 2.8259 0.3829 3.7188 7.6235 15.603 0.0000 0.0000 0.0000 None
L37 4.0010 207.27 0.5367 211.81 4.0710 19.526 4.0010 207.27 0.5367 211.81 4.0710 19.526 0.0000 0.0000 0.0000 None
L38 11.492 214.42 1.2441 227.15 19.235 36.563 11.492 214.42 1.2441 227.15 19.235 36.563 0.0000 0.0000 0.0000 None
L39 0.1097 118.98 1.6260 120.72 19.756 36.999 0.1097 118.98 1.6260 120.72 19.756 36.999 0.0000 0.0000 0.0000 None
L41 4.8932 137.94 4.1426 146.97 20.118 36.326 4.8932 137.94 4.1426 146.97 20.118 36.326 0.0000 0.0000 0.0000 None
4243 22.541 89.883 11.172 123.60 13.274 41.349 22.541 89.883 11.172 123.60 13.274 41.349 0.0000 0.0000 0.0000 None
4344 83.559 115.48 12.769 211.81 12.845 39.898 83.559 115.48 12.769 211.81 12.845 39.898 0.0000 0.0000 0.0000 None
6869 1.2857 195.83 15.391 212.51 18.065 59.674 1.2857 195.83 15.391 212.51 18.065 59.674 0.0000 0.0000 0.0000 None
4445 0.0000 223.17 0.0000 223.17 9.5624 32.386 0.0000 223.17 0.0000 223.17 9.5624 32.386 0.0000 0.0000 0.0000 None
4546 107.21 58.141 6.5304 171.89 7.0883 26.225 107.21 58.141 6.5304 171.89 7.0883 26.225 0.0000 0.0000 0.0000 None
4647 7.5866 140.34 13.644 161.57 8.3165 24.517 7.5866 140.34 13.644 161.57 8.3165 24.517 0.0000 0.0000 0.0000 None
4754 44.071 151.92 49.221 245.22 13.007 39.552 44.071 151.92 49.221 245.22 13.007 39.552 0.0000 0.0000 0.0000 None
4849 3.0435 38.259 2.5014 43.804 18.488 32.977 3.0435 38.259 2.5014 43.804 18.488 32.977 0.0000 0.0000 0.0000 None
5051 6.5613 58.939 0.0000 65.500 12.849 24.717 6.5613 58.939 0.0000 65.500 12.849 24.717 0.0000 0.0000 0.0000 None
5253 13.362 356.33 9.4022 379.09 7.2544 25.280 13.362 356.33 9.4022 379.09 7.2544 25.280 0.0000 0.0000 0.0000 None
5354 42.944 372.56 39.725 455.22 0.1988 34.447 42.944 372.56 39.725 455.22 0.1988 34.447 0.0000 0.0000 0.0000 None
5462 55.727 543.80 26.105 625.63 0.06002 51.137 55.727 543.80 26.105 625.63 0.06002 51.137 0.0000 0.0000 0.0000 None
5657 .000044 3.5396 .000118 3.5398 0.09530 29.907 .000044 3.5396 .000118 3.5398 0.09530 29.907 0.0000 0.0000 0.0000 None
5758 0.4360 27.391 0.4966 28.324 4.1939 20.842 0.4360 27.391 0.4966 28.324 4.1939 20.842 0.0000 0.0000 0.0000 None
5859 0.0000 5.0441 0.0000 5.0441 6.4283 13.520 0.0000 5.0441 0.0000 5.0441 6.4283 13.520 0.0000 0.0000 0.0000 None
5960 0.2851 7.3653 0.1577 7.8081 6.8005 16.783 0.2851 7.3653 0.1577 7.8081 6.8005 16.783 0.0000 0.0000 0.0000 None
6061 0.9479 24.681 2.2420 27.871 12.777 32.003 0.9479 24.681 2.2420 27.871 12.777 32.003 0.0000 0.0000 0.0000 None
6162 26.080 22.354 3.7208 52.155 0.05809 15.034 26.080 22.354 3.7208 52.155 0.05809 15.034 0.0000 0.0000 0.0000 None
6465 3.5009 157.21 14.211 174.92 27.300 47.664 3.5009 157.21 14.211 174.92 27.300 47.664 0.0000 0.0000 0.0000 None
6566 0.1426 135.06 74.542 209.74 2.3891 25.227 0.1426 135.06 74.542 209.74 2.3891 25.227 0.0000 0.0000 0.0000 None
6667 216.57 182.30 58.768 457.64 1.9392 50.808 216.57 182.30 58.768 457.64 1.9392 50.808 0.0000 0.0000 0.0000 None
L595 81.135 643.44 46.715 771.29 0.03473 53.945 81.135 643.44 46.715 771.29 0.03473 53.945 0.0000 0.0000 0.0000 None
L598 .001476 16.207 .001476 16.209 0.08304 19.917 .001476 16.207 .001476 16.209 0.08304 19.917 0.0000 0.0000 0.0000 None
6768 106.98 192.48 129.60 429.07 17.603 60.663 106.98 192.48 129.60 429.07 17.603 60.663 0.0000 0.0000 0.0000 None
5152 16.540 15.646 2.9784 35.164 13.911 26.619 16.540 15.646 2.9784 35.164 13.911 26.619 0.0000 0.0000 0.0000 None
4950 25.903 23.127 3.7021 52.732 15.346 27.079 25.903 23.127 3.7021 52.732 15.346 27.079 0.0000 0.0000 0.0000 None
5556ova 0.05140 4.2105 0.0000 4.2619 8.2807 12.627 0.05140 4.2105 0.0000 4.2619 8.2807 12.627 0.0000 0.0000 0.0000 None
5663ova .000105 3.4433 .000010 3.4434 9.0196 12.902 .000105 3.4433 .000010 3.4434 9.0196 12.902 0.0000 0.0000 0.0000 None
6364ova 53.909 69.588 14.086 137.58 23.632 62.077 53.909 69.588 14.086 137.58 23.632 62.077 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 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 103.7528 102.4574 10.5000 11.7000 3.1667 3.1667 1.7000 1.4754 1.4754 0.8000 4.6421 4.6421
L2 102.4574 101.2300 11.0000 4.2000 2.0691 2.0691 2.7000 3.0133 3.0133 2.3000 5.0824 5.0824
L3 101.2300 100.5908 16.0000 7.4000 2.5757 2.5757 2.6000 3.2691 3.2691 3.3000 5.8447 5.8447
L4 100.5909 100.1239 16.0000 6.5000 1.9794 1.9794 1.3000 5.8385 5.8385 4.2000 7.8179 7.8179
L5 100.1239 99.6230 10.0000 11.5000 5.1595 5.1595 5.5000 2.2706 2.2706 2.4000 7.4301 7.4301
L6 99.6229 99.6454 10.2000 12.1000 5.4347 5.4347 2.6000 3.5378 3.5378 1.9000 8.9726 8.9726
L7 99.6454 99.6491 10.5000 11.9000 7.0561 7.0561 6.0000 7.3706 7.3706 5.1000 14.4268 14.4268
L8 99.6491 99.6497 10.0000 14.5000 8.4494 8.4494 7.6000 11.6880 11.6880 10.8000 20.1375 20.1375
L9 99.6497 99.4375 10.0000 27.5000 24.2255 24.2255 8.2000 3.2155 3.2155 2.2000 27.4410 27.4410
L10 98.9416 97.6750 10.0000 19.7000 9.6482 9.6482 7.2000 3.6174 3.6174 0.0000 13.2656 13.2656
L11 97.6750 97.6789 16.5000 12.9000 6.6469 6.6469 3.5000 8.9964 8.9964 5.4000 15.6433 15.6433
L12 97.6789 97.6807 16.5000 15.0000 8.5268 8.5268 6.0000 7.6113 7.6113 5.5000 16.1382 16.1382
L13 97.6807 97.6820 17.5000 12.5000 9.8855 9.8855 4.6000 10.2676 10.2676 5.5000 20.1531 20.1531
L14 97.6820 97.5383 10.0000 5.0000 0.5251 0.5251 0.6000 20.7076 20.7076 1.4000 21.2327 21.2327
L15 95.0579 94.8245 13.0000 6.5000 4.2288 4.2288 0.0000 10.9465 10.9465 6.5000 15.1753 15.1753
L24 94.8245 94.3556 20.0000 16.8000 12.1997 12.1997 11.2000 0.5621 0.5621 0.8000 12.7618 12.7618
L25 94.3556 94.0308 16.0000 4.7000 1.6292 1.6292 0.0000 10.9259 10.9259 7.9000 12.5551 12.5551
L26 94.0308 93.4851 15.0000 7.8000 2.2179 2.2179 2.6000 6.3990 6.3990 7.2000 8.6168 8.6168
L27 93.4851 93.4774 14.5000 13.7000 2.7388 2.7388 3.4000 9.0959 9.0959 5.1000 11.8347 11.8347
L28 120.9225 114.0455 134.0000 31.0000 5.5601 5.5601 11.0000 5.7888 5.7888 19.0000 11.3489 11.3489
L29 114.0455 106.0371 158.0000 28.5000 5.5668 5.5668 16.5000 2.8626 2.8626 19.5000 8.4294 8.4294
L30 106.0371 98.3948 150.0000 32.0000 9.1348 9.1348 12.0000 9.8370 9.8370 17.0000 18.9718 18.9718
L31 98.3948 96.0583 89.0000 30.0000 10.6858 10.6858 10.0000 19.1714 19.1714 19.0000 29.8572 29.8572
L32 96.0583 95.0921 21.0000 13.6000 7.9508 7.9508 4.3000 2.8140 2.8140 1.9000 10.7648 10.7648
L33 97.9335 97.3683 10.0000 13.8000 7.2568 7.2568 2.0000 4.7209 4.7209 3.0000 11.9777 11.9777
L34 95.0921 94.9873 17.5000 16.7000 15.1132 15.1132 12.7000 6.4265 6.4265 3.8000 21.5397 21.5397
L35 94.9873 93.7304 21.5000 11.0000 2.3704 2.3704 2.0000 19.0928 19.0928 18.4000 21.4631 21.4631
L36 93.7304 93.4923 18.0000 6.8000 2.0016 2.0016 1.1000 21.9286 21.9286 21.1000 23.9302 23.9302
W2637 94.0308 93.7697 10.0000 9.3000 1.6765 1.6765 0.0000 6.3029 6.3029 3.9000 7.9793 7.9793
L37 93.4923 93.4774 23.5000 11.3000 7.2290 7.2290 4.1000 8.2260 8.2260 6.8000 15.4549 15.4549
L38 93.4774 93.4162 14.0000 30.6000 11.3653 11.3653 5.1000 5.9629 5.9629 4.2000 17.3282 17.3282
L39 93.2978 93.4162 10.0000 30.7000 10.9437 10.9437 9.7000 6.2994 6.2994 4.8000 17.2431 17.2431
L41 93.2978 92.8731 54.5000 32.5000 12.3821 12.3821 10.3000 3.8258 3.8258 2.0000 16.2079 16.2079
4243 92.8731 91.9060 60.0000 31.0000 17.7259 17.7259 1.5000 10.3491 10.3491 5.0000 28.0750 28.0750
4344 91.9060 91.7337 50.0000 32.0000 19.1552 19.1552 2.0000 7.8983 7.8983 3.4000 27.0535 27.0535
6869 89.9313 89.7738 20.0000 36.0000 17.9348 17.9348 13.2000 23.6739 23.6739 5.8000 41.6087 41.6087
4445 91.7337 91.6456 33.0000 26.4000 16.8376 16.8376 21.8000 5.9862 5.9862 8.0000 22.8238 22.8238
4546 91.6456 91.5226 25.0000 22.1000 15.0117 15.0117 1.7000 4.1254 4.1254 2.0000 19.1371 19.1371
4647 91.5226 91.3801 20.0000 11.8000 3.4835 3.4835 0.6000 12.7169 12.7169 7.8000 16.2004 16.2004
4754 91.3801 91.2941 31.0000 28.6000 15.5930 15.5930 7.1000 10.9520 10.9520 1.4000 26.5450 26.5450
4849 91.4917 91.4522 12.0000 26.3000 7.8120 7.8120 4.6000 6.6770 6.6770 3.7000 14.4890 14.4890
5051 91.4392 91.3933 19.0000 21.4000 8.5506 8.5506 6.1000 3.3166 3.3166 5.4600 11.8672 11.8672
5253 91.2945 91.2945 20.0000 14.4000 7.1456 7.1456 2.8000 10.8802 10.8802 2.7700 18.0258 18.0258
5354 91.2945 91.2941 29.0000 30.3000 30.1012 30.1012 20.1000 4.1474 4.1474 0.0000 34.2486 34.2486
5462 91.2941 91.2873 12.0000 13.9000 13.8400 13.8400 2.9000 37.2373 37.2373 20.0000 51.0773 51.0773
5657 99.5564 99.2681 6.0000 29.9000 29.8047 29.8047 29.8000 0.0067 0.0067 0.0000 29.8114 29.8114
5758 99.2681 92.8160 50.0000 20.0000 15.8061 15.8061 15.0000 0.8420 0.8420 0.0000 16.6481 16.6481
5859 92.8160 91.9786 18.0000 8.4000 1.9717 1.9717 2.3000 5.1202 5.1202 5.5000 7.0919 7.0919
5960 91.9786 91.4970 17.0000 10.1000 3.2995 3.2995 2.0000 6.6825 6.6825 5.9000 9.9820 9.9820
6061 91.4970 91.4751 11.0000 25.0000 12.2234 12.2234 10.4000 7.0026 7.0026 1.5000 19.2259 19.2259
6162 91.3691 91.2873 30.0000 9.3000 9.2419 9.2419 1.3000 5.7340 5.7340 2.0000 14.9759 14.9759
6465 90.5451 90.1962 32.0000 40.4000 13.0997 13.0997 11.2000 7.2638 7.2638 2.0000 20.3635 20.3635
6566 90.1962 90.0037 35.0000 10.3000 7.9109 7.9109 5.7000 14.9268 14.9268 6.5000 22.8377 22.8377
6667 90.0037 89.9426 50.0000 30.2000 28.2608 28.2608 6.0000 20.6084 20.6084 3.0000 48.8692 48.8692
L595 91.2873 91.2847 6.0000 13.9000 13.8653 13.8653 2.9000 40.0448 40.0448 20.0000 53.9101 53.9101
L598 91.4751 91.3922 6.0000 19.9000 19.8170 19.8170 19.8000 0.0170 0.0170 0.0000 19.8339 19.8339
6768 89.9426 89.9313 10.0000 31.1000 13.4969 13.4969 0.0000 29.5629 29.5629 10.7000 43.0598 43.0598
5152 91.3933 91.3089 6.0000 20.4000 6.4887 6.4887 2.0000 6.2194 6.2194 0.0000 12.7081 12.7081
4950 91.4523 91.4392 6.0000 21.5000 6.1542 6.1542 2.0000 5.5794 5.5794 0.0000 11.7336 11.7336
5556ova 100.0633 99.6128 16.0000 9.2000 0.9193 0.9193 0.1000 3.4268 3.4268 3.7000 4.3461 4.3461
5663ova 99.5564 98.1559 83.0000 9.2000 0.1804 0.1804 0.1000 3.7017 3.7017 3.7000 3.8821 3.8821
6364ova 97.0805 90.5451 10.0000 51.7000 28.0683 28.0683 7.1000 10.3771 10.3771 3.3000 38.4454 38.4454
6264ova 91.2847 91.2178 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.|
The text continues on section 5.