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m100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 14:31.
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.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 115.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 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 1308 360 N48#2 2178 430 N50#1 1336 360
N50#2 2291 421 N52#1 1372 360 N52#2 2287 425
N1#1 1344 360 N1#2 2179 561 N4#1 1248 360
N4#2 2504 656 N8#1 1372 360 N8#2 2702 718
N13#1 1344 360 N13#2 2636 704 N25#1 1348 360
N25#2 2254 426 N28#1 1360 360 N28#2 2161 431
N29#1 1340 360 N29#2 2211 549 N30#1 1340 360
N30#2 2436 720 N31#1 1348 360 N31#2 2666 718
N32#1 1368 360 N32#2 1352 360 N33#1 1368 360
N33#2 2283 425 N36#1 1364 360 N36#2 2280 424
N42#1 1348 360 N42#2 2258 426 N44#1 1352 360
N44#2 2274 426 N45#1 1352 360 N45#2 2253 427
N47#1 1372 360 N47#2 2208 424 N55#1 2316 456
N55#2 2275 425 N56#1 1344 360 N56#2 2257 427
N63#1 1360 360 N63#2 2279 425 N64#1 1344 360
N64#2 2250 426 N66#1 1344 360 N66#2 2257 427
N58#1 1348 360 N58#2 2254 426 N59#1 1368 360
N59#2 2285 423 N61#1 1364 360 N61#2 2284 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 115.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 4.726500E+04 115.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.014183E+00 0.012
Surface Runoff from Watersheds 4.656919E+04 113.307
Total Water remaining in Surface Storage 1.986137E+02 0.483
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.728546E+04 115.050
Total Precipitation + Initial Storage. 4.726500E+04 115.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0433
****************************************************
* 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.............. 4.656919E+04 113.307
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.................. 4.655615E+04 113.275
Initial Storage + Inflow.................... 4.656919E+04 113.307
Final Storage + Outflow + Diverted GW....... 4.655615E+04 113.275
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0280
##################################################
# 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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.57076 0.00000 113.04844 0.00000 112.93216
Total Losses (mm)...... 0.00000 2.03718 0.00000 1.94689 0.00000 2.01211
Remaining Depth (mm)... 0.00000 0.39206 0.00000 0.00467 0.00000 0.05573
Peak Runoff Rate (cms). 0.00000 1.01499 0.00000 0.03294 0.00000 0.13797
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.88801 115.07990 114.94890 114.92820 115.06940 115.29163
Peak Runoff Rate (cms). 1.22170 0.00142 0.83593 0.00003 0.14014 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.88801 115.07990 114.94890 114.92820 115.06940 115.29163
Peak Runoff Rate (cms). 1.22170 0.00142 0.83593 0.00003 0.14014 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) 114.88801 112.57327 114.94890 113.05032 115.06940 112.93452
Peak Runoff Rate (cms). 1.22170 1.01641 0.83593 0.03298 0.14014 0.13813
Unit Runoff (mm/hr).... 260.87219 218.32041 273.37421 299.27202 299.23227 278.56965
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.75265 0.00000 112.87282 0.00000 112.91167
Total Losses (mm)...... 0.00000 2.03112 0.00000 2.02209 0.00000 2.01640
Remaining Depth (mm)... 0.00000 0.21623 0.00000 0.10509 0.00000 0.07193
Peak Runoff Rate (cms). 0.00000 1.40552 0.00000 0.80280 0.00000 0.22392
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.98153 115.15843 114.75432 115.10773 115.07961 115.08331
Peak Runoff Rate (cms). 0.17799 0.19381 0.44040 0.39122 0.04962 0.20113
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.98153 115.15843 114.75432 115.10773 115.07961 115.08331
Peak Runoff Rate (cms). 0.17799 0.19381 0.44040 0.39122 0.04962 0.20113
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) 114.98153 112.99323 114.75432 113.54329 115.07961 113.88891
Peak Runoff Rate (cms). 0.17799 1.59933 0.44040 1.19401 0.04962 0.42504
Unit Runoff (mm/hr).... 280.92014 249.16864 238.60702 276.07061 300.17937 285.72671
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.85804 0.00000 112.85256 0.00000 112.51203
Total Losses (mm)...... 0.00000 2.02372 0.00000 2.02427 0.00000 2.03842
Remaining Depth (mm)... 0.00000 0.11824 0.00000 0.12317 0.00000 0.44954
Peak Runoff Rate (cms). 0.00000 0.62431 0.00000 0.81184 0.00000 1.67074
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.97843 115.08813 114.99636 115.21203 115.03583 115.06724
Peak Runoff Rate (cms). 0.54800 0.38567 0.88569 0.00098 0.09713 0.00241
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.97843 115.08813 114.99636 115.21203 115.03583 115.06724
Peak Runoff Rate (cms). 0.54800 0.38567 0.88569 0.00098 0.09713 0.00241
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) 114.97843 113.63857 114.99636 112.85492 115.03583 112.51459
Peak Runoff Rate (cms). 0.54800 1.00998 0.88569 0.81282 0.09713 1.67315
Unit Runoff (mm/hr).... 280.17922 275.65910 284.52108 261.11116 293.80656 211.62281
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.79885 0.00000 108.38165 0.00000 112.84179
Total Losses (mm)...... 0.00000 2.02852 0.00000 2.04812 0.00000 2.02526
Remaining Depth (mm)... 0.00000 0.17263 0.00000 4.57023 0.00000 0.13295
Peak Runoff Rate (cms). 0.00000 1.39426 0.00000 0.85870 0.00000 1.26121
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.97224 115.16397 114.97224 115.02289 114.99162 115.08311
Peak Runoff Rate (cms). 0.19195 0.18632 0.30712 0.28692 0.78061 0.78791
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.97224 115.16397 114.97224 115.02289 114.99162 115.08311
Peak Runoff Rate (cms). 0.19195 0.18632 0.30712 0.28692 0.78061 0.78791
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) 114.97224 113.03536 114.97224 109.04578 114.99162 113.62625
Peak Runoff Rate (cms). 0.19195 1.58059 0.30712 1.14562 0.78061 2.04913
Unit Runoff (mm/hr).... 278.71242 256.14224 278.71242 116.16341 283.36409 273.47084
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.96708 0.00000 112.92202 0.00000 112.95413
Total Losses (mm)...... 0.00000 2.00119 0.00000 2.01438 0.00000 2.00592
Remaining Depth (mm)... 0.00000 0.03173 0.00000 0.06360 0.00000 0.03996
Peak Runoff Rate (cms). 0.00000 0.39549 0.00000 0.31153 0.00000 0.28912
Total Impervious Area
---------------------
Total Runoff Depth (mm) 115.05506 0.00000 115.05517 115.28194 115.04787 115.30736
Peak Runoff Rate (cms). 0.40956 0.00000 0.33586 0.00036 0.29370 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 115.05506 0.00000 115.05517 115.28194 115.04787 115.30736
Peak Runoff Rate (cms). 0.40956 0.01160 0.33586 0.00036 0.29370 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) 115.05506 112.96708 115.05517 112.92438 115.04787 112.95648
Peak Runoff Rate (cms). 0.40956 0.39549 0.33586 0.31189 0.29370 0.28945
Unit Runoff (mm/hr).... 297.34536 287.12934 297.36228 276.14201 296.14757 283.97375
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.86449 0.00000 112.88227 0.00000 112.79924
Total Losses (mm)...... 0.00000 2.02304 0.00000 2.02092 0.00000 2.02849
Remaining Depth (mm)... 0.00000 0.11247 0.00000 0.09681 0.00000 0.17227
Peak Runoff Rate (cms). 0.00000 0.48577 0.00000 0.23527 0.00000 0.25571
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.99958 115.22298 115.00390 115.24043 115.01354 115.17034
Peak Runoff Rate (cms). 0.52660 0.00058 0.24455 0.00028 0.10340 0.00032
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.99958 115.22298 115.00390 115.24043 115.01354 115.17034
Peak Runoff Rate (cms). 0.52660 0.00058 0.24455 0.00028 0.10340 0.00032
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) 114.99958 112.86685 115.00390 112.88463 115.01354 112.80161
Peak Runoff Rate (cms). 0.52660 0.48635 0.24455 0.23555 0.10340 0.25602
Unit Runoff (mm/hr).... 285.30980 263.50489 286.36820 267.20733 288.71398 251.18186
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.76581 112.70119 112.89216 0.00000 112.81647
Total Losses (mm)...... 0.00000 2.03045 2.03334 2.01957 0.00000 2.02731
Remaining Depth (mm)... 0.00000 0.20374 0.26548 0.08827 0.00000 0.15622
Peak Runoff Rate (cms). 0.00000 0.27711 0.38524 0.45208 0.00000 0.14691
Total Impervious Area
---------------------
Total Runoff Depth (mm) 115.08262 115.29413 115.08959 115.25067 114.97998 115.18257
Peak Runoff Rate (cms). 0.03310 0.00015 0.00499 0.00053 0.16230 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 115.08262 115.29413 115.08959 115.25067 114.97998 115.18257
Peak Runoff Rate (cms). 0.03310 0.00015 0.00499 0.00053 0.16230 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) 115.08262 112.76682 112.72507 112.89452 114.97998 112.81884
Peak Runoff Rate (cms). 0.03310 0.27725 0.39023 0.45261 0.16230 0.14709
Unit Runoff (mm/hr).... 300.40249 245.47147 236.09098 269.34413 280.54904 254.26317
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.91721 0.00000 112.84531 0.00000 112.82112
Total Losses (mm)...... 0.00000 2.01535 0.00000 2.02495 0.00000 2.02696
Remaining Depth (mm)... 0.00000 0.06744 0.00000 0.12974 0.00000 0.15192
Peak Runoff Rate (cms). 0.00000 0.32539 0.00000 0.53589 0.00000 0.83529
Total Impervious Area
---------------------
Total Runoff Depth (mm) 115.02960 115.27711 114.98420 115.20567 114.97688 115.18606
Peak Runoff Rate (cms). 0.33838 0.00038 0.57398 0.00065 0.92499 0.00103
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 115.02960 115.27711 114.98420 115.20567 114.97688 115.18606
Peak Runoff Rate (cms). 0.33838 0.00038 0.57398 0.00065 0.92499 0.00103
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) 115.02960 112.91957 114.98420 112.84767 114.97688 112.82349
Peak Runoff Rate (cms). 0.33838 0.32577 0.57398 0.53654 0.92499 0.83632
Unit Runoff (mm/hr).... 292.46052 275.01137 281.56416 259.68929 279.81067 255.11473
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).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.84782 0.00000 112.97103 0.00000 112.94678
Total Losses (mm)...... 0.00000 2.02472 0.00000 1.99955 0.00000 2.00822
Remaining Depth (mm)... 0.00000 0.12746 0.00000 0.02942 0.00000 0.04501
Peak Runoff Rate (cms). 0.00000 0.30783 0.00000 0.10307 0.00000 0.15528
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.99553 115.20785 115.06588 115.30851 115.04787 115.30330
Peak Runoff Rate (cms). 0.32896 0.00037 0.09879 0.00012 0.16317 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.99553 115.20785 115.06588 115.30851 115.04787 115.30330
Peak Runoff Rate (cms). 0.32896 0.00037 0.09879 0.00012 0.16317 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) 114.99553 112.85018 115.06588 112.97337 115.04787 112.94913
Peak Runoff Rate (cms). 0.32896 0.30820 0.09879 0.10318 0.16317 0.15545
Unit Runoff (mm/hr).... 284.31899 260.17911 298.83181 288.11979 296.14757 282.15160
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 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.150 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 10.4976 26.2440 630.0000
N2 7.6873 19.2183 0.0000
N3 39.2368 50.0000 0.0000
N4 22.0561 50.0000 0.0000
N5 31.7352 50.0000 0.0000
N6 40.5730 50.0000 0.0000
N7 35.1874 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 30.5421 50.0000 0.0000
N12 48.5573 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 31.5659 50.0000 0.0000
N15 44.2770 50.0000 0.0000
N24 18.1772 45.4430 0.0000
N25 36.2085 50.0000 0.0000
N26 19.0552 47.6380 0.0000
N27 20.8855 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 27.7582 50.0000 0.0000
N33 49.5665 50.0000 0.0000
N34 30.8524 50.0000 0.0000
N35 28.8432 50.0000 0.0000
N36 34.5465 50.0000 0.0000
N37 33.9600 50.0000 0.0000
N38 18.6794 46.6984 0.0000
N39 36.5131 50.0000 0.0000
N41 17.0471 42.6177 0.0000
N42 20.4241 50.0000 0.0000
N43 32.4725 50.0000 0.0000
N44 26.7309 50.0000 0.0000
N45 24.2052 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 20.3310 50.0000 0.0000
N47 11.8901 29.7251 0.0000
N48 50.0000 50.0000 0.0000
N49 8.2182 20.5455 0.0000
N50 15.4546 38.6365 0.0000
N51 5.3548 13.3869 0.0000
N52 7.1085 17.7712 0.0000
N53 11.9951 29.9878 0.0000
N54 26.5622 50.0000 0.0000
N55 0.5494 1.3735 18190.0000
N56 0.9379 2.3447 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 32.9390 50.0000 0.0000
N61 30.5011 50.0000 0.0000
N62 24.7373 50.0000 0.0000
N63 0.5448 1.3620 2770.0000
N64 5.3460 13.3650 0.0000
N65 15.3605 38.4013 0.0000
N66 22.3255 50.0000 0.0000
N67 12.1612 30.4029 0.0000
N68 11.7842 29.4605 0.0000
D1 5.4744 13.6860 0.0000
N60.7 10.6726 26.6815 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 3.5208 3.5208 9.5772 0.0833 0.0155 0.1541 Normal Soln
L2 3.8118 3.8118 11.1807 0.0000 0.0133 0.1133 Normal Soln
L3 5.7890 5.7890 25.1725 0.0000 0.0178 0.1660 Normal Soln
L4 5.1085 5.1085 21.1339 0.0000 0.0212 0.4550 Normal Soln
L5 3.1815 3.1815 11.4091 0.0000 0.0203 0.5031 Normal Soln
L6 3.3771 3.3771 13.3480 0.0000 -0.0318 0.1674 Normal Soln
L7 3.3755 3.3755 35.6868 0.0000 0.0368 0.1001 Normal Soln
L8 2.9180 2.9180 50.0000 5.9167 0.0531 0.1556 Normal Soln
L9 4.7732 4.7732 16.8782 0.0000 0.0240 1.4737 Normal Soln
L10 3.5801 3.5801 16.7479 0.0000 0.0285 0.0345 Normal Soln
L11 5.6414 5.6414 44.0768 0.0000 0.0929 0.0943 Normal Soln
L12 4.9733 4.9733 50.0000 0.0000 0.1444 0.1236 Normal Soln
L13 5.6346 5.6346 50.0000 0.0000 0.1517 0.2174 Normal Soln
L14 3.8112 3.8112 10.7696 0.0000 0.1190 2.8212 Normal Soln
L15 4.5005 4.5005 18.2247 0.0000 0.1506 0.2496 Normal Soln
L24 6.6585 6.6585 22.6629 0.0000 0.1091 0.2195 Normal Soln
L25 4.7953 4.7953 18.8404 0.0000 0.1117 0.1363 Normal Soln
L26 4.0959 4.0959 12.3419 0.0000 0.0820 0.3142 Normal Soln
L27 4.2976 4.2976 14.4786 0.0000 -0.5553 0.0322 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0111 0.0227 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0140 0.0556 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0181 0.0665 Normal Soln
L31 34.8061 34.8061 50.0000 0.0000 0.0381 0.1385 Normal Soln
L32 6.4244 6.4244 20.2477 0.0000 0.0240 1.1141 Normal Soln
L33 6.2149 6.2149 24.3175 0.0000 0.0087 0.1117 Normal Soln
L34 5.9586 5.9586 38.1061 0.0000 0.0355 0.4594 Normal Soln
L35 8.0105 8.0105 24.3881 0.0000 0.0401 0.0831 Normal Soln
L36 6.2269 6.2269 12.3018 0.0000 0.0523 0.0214 Normal Soln
W2637 6.3437 6.3437 25.4411 0.0000 0.0018 0.0198 Normal Soln
L37 7.2196 7.2196 35.7477 0.0000 0.0413 0.0497 Normal Soln
L38 3.8444 3.8444 14.6656 0.0000 0.0941 1.1973 Normal Soln
L39 2.7236 2.7236 11.0550 0.0000 -0.0926 0.1100 Normal Soln
L41 14.2336 14.2336 50.0000 0.0000 0.0793 0.9884 Normal Soln
4243 18.9873 18.9873 50.0000 0.0000 0.0478 0.4445 Normal Soln
4344 14.9033 14.9033 50.0000 0.0000 0.0653 0.3941 Normal Soln
6869 5.8059 5.8059 37.4500 0.0000 -0.1632 0.8525 Normal Soln
4445 8.3015 8.3015 50.0000 0.0000 0.0443 0.6348 Normal Soln
4546 6.2795 6.2795 46.7028 0.0000 0.0444 0.8387 Normal Soln
4647 4.9006 4.9006 32.0235 0.0000 0.0427 4.3739 Normal Soln
4754 8.1538 8.1538 50.0000 0.0000 0.0418 1.1892 Normal Soln
4849 4.5251 4.5251 45.0457 0.0000 0.0167 0.4728 Normal Soln
5051 5.8549 5.8549 50.0000 0.0000 0.0527 0.6847 Normal Soln
5253 6.4212 6.4212 14.1690 0.0000 0.0462 0.1132 Normal Soln
5354 7.4753 7.4753 50.0000 0.0000 -0.0583 0.2739 Normal Soln
5462 3.0482 3.0482 50.0000 0.0000 0.1248 0.4730 Normal Soln
5657 5.2270 5.2270 9.1182 0.0000 0.0051 0.0139 Normal Soln
5758 34.2125 34.2125 50.0000 0.0000 0.0052 0.0183 Normal Soln
5859 8.4598 8.4598 31.8470 0.0000 0.0060 0.2541 Normal Soln
5960 8.3935 8.3935 38.5120 0.0000 0.0100 0.2487 Normal Soln
6061 5.0813 5.0813 50.0000 0.0000 -0.0411 0.4090 Normal Soln
6162 9.1516 9.1516 48.7653 0.0000 0.0161 0.2331 Normal Soln
6465 8.6236 8.6236 46.5726 0.0000 0.0957 1.1400 Normal Soln
6566 8.7003 8.7003 50.0000 0.0000 0.0766 1.5107 Normal Soln
6667 13.2677 13.2677 50.0000 0.0000 0.0721 1.2800 Normal Soln
L595 1.5184 1.5184 29.7136 6.5833 0.1557 0.8120 Normal Soln
L598 3.7816 3.7816 8.4557 0.0000 0.0219 0.1889 Normal Soln
6768 3.4086 3.4086 7.3904 0.0000 0.0999 1.5425 Normal Soln
5152 2.3373 2.3373 5.4704 0.0000 0.0373 0.6330 Normal Soln
4950 2.5599 2.5599 8.0775 0.0000 0.0171 0.2786 Normal Soln
5556ova 6.2513 6.2513 9.8930 0.0000 0.0037 0.1517 Normal Soln
5556unda 2.9563 2.9563 7.7145 0.0000 0.0075 2.0506 Normal Soln
5663ova 38.1344 38.1344 50.0000 0.0000 0.0051 0.1213 Normal Soln
5663und 15.0089 15.0089 38.3364 0.0000 0.0041 2.2909 Normal Soln
6364ova 47.6082 47.6082 50.0000 0.0000 0.0063 0.0128 Normal Soln
6364und 13.7033 13.7033 28.2807 0.0000 -0.0945 19.5197 Normal Soln
6264ova 3.3962 3.3962 7.2940 0.0000 0.1005 0.6379 Normal Soln
6264unda 1.4539 1.4539 6.1999 347.4167 0.0001 10.2692 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...................................L27
*==================================================*
| 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/ 0.03 / 102.86/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.08 / 92.93/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.08 / 94.15/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.12 / 91.60/
N43/ 0.26 / 90.91/ N44/ 0.91 / 90.91/ N45/ 1.21 / 90.91/
N69/ 0.12 / 87.80/ 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/ 0.12 / 87.96/
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/ 0.01 / L25/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.02 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.02*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.04 /
4445/ 0.02 / 4546/ 0.03 / 4647/ 0.02 /
4754/ 0.03 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.04 /
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.03 / 6566/ 0.04 / 6667/ 0.03 /
L595/ 0.03 / L598/ 0.00 / 6768/ 0.04 /
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/ 0.03 /
6264unda/ 0.01 / FREE # 1/ 0.04 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.04 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.02 /
L24/ 0.13 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.04 / L28/ 0.07 / L29/ 0.03 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.42 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.09 / L39/ -0.06 / L41/ 0.14 /
4243/ 0.09 / 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/ 0.03 / 6768/ 0.19 /
5152/ 0.06 / 4950/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.31 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.00 / 6264ova/ 0.17 /
6264unda/ 1.45 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.05 /
L10/ 5.89 / L11/ 10.51 / L12/ 12.67 /
L13/ 13.28 / L14/ 0.49 / L15/ 4.31 /
L24/ 0.99 / L25/ 1.32 / L26/ 0.99 /
L27/ 1.45 / L28/ 0.21 / L29/ 0.51 /
L30/ 2.60 / L31/ 2.23 / L32/ 0.91 /
L33/ 0.07 / L34/ 4.64 / L35/ 0.78 /
L36/ 0.54 / W2637/ 0.01 / L37/ 1.77 /
L38/ 2.28 / L39/ 2.40 / L41/ 2.04 /
4243/ 2.37 / 4344/ 10.39 / 6869/ 3.09 /
4445/ 18.12 / 4546/ 15.63 / 4647/ 12.53 /
4754/ 22.14 / 4849/ 10.17 / 5051/ 9.76 /
5253/ 11.07 / 5354/ 31.47 / 5462/ 36.89 /
5657/ 0.15 / 5758/ 0.45 / 5859/ 0.14 /
5960/ 4.09 / 6061/ 15.84 / 6162/ 9.09 /
6465/ 13.47 / 6566/ 18.90 / 6667/ 36.35 /
L595/ 43.01 / L598/ 0.73 / 6768/ 9.18 /
5152/ 0.64 / 4950/ 1.27 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.03 / 5663und/ 0.15 /
6364ova/ 0.00 / 6364und/ 0.10 / 6264ova/ 7.44 /
6264unda/ 0.00 /
Junction/ EGL
N1/ 0.03 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.08 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.12 /
N43/ 0.26 / N44/ 0.91 / N45/ 1.21 /
N69/ 0.12 / 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/ 7.14 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.07 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.85 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.40 /
N43/ 19.09 / N44/ 19.09 / N45/ 19.09 /
N69/ 22.20 / 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/ 11.04 /
D1/ 19.09 / N60.7/ 8.62 /
Junction/ Max Volume
N1/ 0.91 / N2/ 0.73 / N3/ 0.83 /
N4/ 1.10 / N5/ 1.06 / N6/ 0.76 /
N7/ 1.31 / N8/ 1.84 / N9/ 2.27 /
N10/ 1.93 / N11/ 0.97 / N12/ 1.57 /
N13/ 2.17 / N14/ 2.72 / N15/ 0.58 /
N24/ 0.77 / N25/ 0.74 / N26/ 1.15 /
N27/ 0.73 / N28/ 0.42 / N29/ 0.53 /
N30/ 0.55 / N31/ 0.91 / N32/ 1.29 /
N33/ 0.41 / N34/ 1.04 / N35/ 1.03 /
N36/ 0.76 / N37/ 1.18 / N38/ 1.47 /
N39/ 1.43 / N41/ 1.41 / N42/ 1.38 /
N43/ 1.28 / N44/ 1.77 / N45/ 1.98 /
N69/ 2.17 / N46/ 2.21 / N47/ 2.08 /
N48/ 0.90 / N49/ 1.09 / N50/ 1.10 /
N51/ 1.42 / N52/ 1.38 / N53/ 1.78 /
N54/ 2.13 / N55/ 1.14 / N56/ 1.15 /
N57/ 0.04 / N58/ 0.35 / N59/ 0.35 /
N60/ 0.33 / N61/ 0.84 / N62/ 2.38 /
N63/ 1.33 / N64/ 2.02 / N65/ 2.21 /
N66/ 2.31 / N67/ 2.41 / N68/ 2.17 /
D1/ 2.55 / N60.7/ 0.87 /
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/ 0.09 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.64 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.63 / L11/ 5.07 / L12/ 9.67 /
L13/ 11.86 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.07 / L26/ 0.06 /
L27/ 0.16 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.20 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.31 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.25 / L39/ 0.37 / L41/ 0.15 /
4243/ 0.26 / 4344/ 3.47 / 6869/ 0.30 /
4445/ 12.98 / 4546/ 10.99 / 4647/ 11.77 /
4754/ 20.53 / 4849/ 3.43 / 5051/ 6.57 /
5253/ 8.60 / 5354/ 37.80 / 5462/ 49.14 /
5657/ 0.00 / 5758/ 0.01 / 5859/ 0.00 /
5960/ 0.63 / 6061/ 5.60 / 6162/ 9.89 /
6465/ 6.57 / 6566/ 13.87 / 6667/ 34.62 /
L595/ 59.44 / L598/ 0.01 / 6768/ 0.20 /
5152/ 0.02 / 4950/ 0.03 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.07 / 6264ova/ 0.15 /
6264unda/ 0.00 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.67 / L6/ 18.90 /
L7/ 69.68 / L8/ 143.60 / L9/ 0.32 /
L10/ 26.34 / L11/ 83.61 / L12/ 159.56 /
L13/ 207.57 / L14/ 0.30 / L15/ 4.19 /
L24/ 0.82 / L25/ 1.05 / L26/ 0.89 /
L27/ 2.26 / L28/ 1.95 / L29/ 5.89 /
L30/ 29.37 / L31/ 12.44 / L32/ 1.29 /
L33/ 0.01 / L34/ 5.34 / L35/ 1.29 /
L36/ 0.66 / W2637/ 0.00 / L37/ 4.26 /
L38/ 3.45 / L39/ 3.75 / L41/ 8.23 /
4243/ 15.47 / 4344/ 173.33 / 6869/ 5.95 /
4445/ 428.47 / 4546/ 274.74 / 4647/ 235.36 /
4754/ 636.47 / 4849/ 41.18 / 5051/ 124.84 /
5253/ 171.91 / 5354/ 1096.19 / 5462/ 589.70 /
5657/ 0.00 / 5758/ 0.34 / 5859/ 0.09 /
5960/ 10.63 / 6061/ 61.58 / 6162/ 296.66 /
6465/ 210.27 / 6566/ 485.60 / 6667/ 1730.75 /
L595/ 356.65 / L598/ 0.05 / 6768/ 1.96 /
5152/ 0.10 / 4950/ 0.19 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 7.94 / 6264ova/ 1.49 /
6264unda/ 0.04 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.85 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.03 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.06 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.09 / 4344/ 0.24 / 6869/ 0.09 /
4445/ 0.70 / 4546/ 0.67 / 4647/ 0.88 /
4754/ 0.91 / 4849/ 0.33 / 5051/ 0.64 /
5253/ 0.74 / 5354/ 1.18 / 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/ 0.02 /
5152/ 0.00 / 4950/ 0.01 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.05 / 6264ova/ 0.01 /
6264unda/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.86/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.93 L26/ 92.93/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.15/
L33/ 97.52/ 97.12 L34/ 94.15/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.60/
4243/ 91.60/ 90.91 4344/ 90.91/ 90.91 6869/ 87.96/ 87.80/
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/ 97.01/
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........ 18510
Total number of time steps during simulation.... 16886
Ratio of actual # of time steps / NTCYC......... 3.909
Average number of iterations per time step...... 1.096
Average time step size(seconds)................ 1.279
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 1.552
Average minimum implicit time step (sec)........ 1.516
Average minimum junction time step (sec)........ 1.516
Average Courant Factor Tf....................... 1.516
Number of times omega reduced................... 1205
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.10 18547 0 7 0 0 0
N2 0 1.10 18568 7 14 1 0 0
N3 0 1.09 18431 0 8 0 0 0
N4 0 1.11 18661 0 6 0 0 0
N5 0 1.14 19247 0 12 1 0 0
N6 0 1.40 23615 0 12 1 0 0
N7 0 1.97 33328 0 15 1 0 0
N8 0 2.60 43970 117 12 27 0 0
N9 0 2.01 33889 38 11 14 0 0
N10 0 1.09 18465 2 8 0 0 0
N11 0 1.39 23415 0 31 2 1 0
N12 0 1.95 32954 0 29 2 1 0
N13 0 2.35 39752 1 22 5 0 0
N14 0 1.87 31611 4 12 4 0 0
N15 0 1.08 18208 0 7 0 0 0
N24 0 1.09 18406 0 14 1 0 0
N25 0 1.08 18174 0 7 0 0 0
N26 0 1.20 20312 1 10 1 0 0
N27 0 1.09 18388 0 7 0 0 0
N28 0 1.05 17674 0 5 0 0 0
N29 0 1.10 18528 1 13 1 0 0
N30 0 1.10 18491 0 14 1 0 0
N31 0 1.06 17916 0 15 2 0 0
N32 0 1.08 18203 0 7 0 0 0
N33 0 1.09 18365 0 7 0 0 0
N34 0 1.10 18580 0 9 0 0 0
N35 0 1.09 18484 0 6 0 0 0
N36 0 1.08 18204 0 7 0 0 0
N37 0 1.15 19348 6 8 0 0 0
N38 0 1.14 19320 0 19 1 0 0
N39 0 1.09 18323 0 9 0 0 0
N41 0 1.10 18582 0 9 0 0 0
N42 0 1.13 19046 2 18 2 0 0
N43 0 1.12 18970 0 7 0 0 0
N44 0 1.15 19492 0 7 0 0 0
N45 0 1.26 21321 0 6 0 0 0
N69 0 1.13 19066 5 8 0 0 0
N46 0 1.51 25480 0 7 0 0 0
N47 0 1.49 25107 0 6 0 0 0
N48 0 1.62 27287 0 10 1 0 0
N49 0 1.68 28436 0 10 2 0 0
N50 0 1.62 27302 1 9 0 0 0
N51 0 1.66 28073 1 15 4 0 0
N52 0 1.52 25624 0 7 0 0 0
N53 0 2.32 39115 2 9 0 0 0
N54 0 2.54 42939 0 9 0 0 0
N55 0 1.11 18807 0 10 1 0 0
N56 0 1.24 20932 2 18 2 0 0
N57 0 1.09 18379 0 6 0 0 0
N58 0 1.07 18147 0 31 1 1 0
N59 0 1.09 18402 1 7 0 0 0
N60 0 1.56 26417 3 8 0 0 0
N61 0 1.53 25792 0 7 0 0 0
N62 0 2.70 45578 261 20 285 0 0
N63 0 1.60 27024 349 47 352 14 1
N64 0 1.42 23896 13 25 103 1 0
N65 0 1.16 19583 0 7 0 0 0
N66 0 1.22 20556 0 7 0 0 0
N67 0 1.16 19538 0 9 0 0 0
N68 0 1.06 17888 0 7 0 0 0
D1 0 2.22 37403 387 17 331 0 0
N60.7 0 1.47 24817 1 14 2 0 0
Total number of iterations for all junctions.. 1458376
Minimum number of possible iterations......... 1046932
Efficiency of the simulation.................. 1.39
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.7360 0 25 0.0000 6.2640 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4399 0 25 0.0000 7.5601 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.2112 0 25 0.0000 8.7888 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5640 0 25 0.0000 9.4360 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0975 0 25 0.0000 9.9025 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6166 0 25 0.0000 10.3834 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6377 0 25 0.0000 10.3623 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6396 0 25 0.0000 10.3604 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6403 0 25 0.0000 10.3597 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9331 0 25 0.0000 11.0669 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6670 0 25 0.0000 12.3330 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6711 0 25 0.0000 12.3289 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6730 0 25 0.0000 12.3270 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6739 0 25 0.0000 12.3261 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0376 0 25 0.0000 14.9624 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.8036 0 26 0.0000 15.1964 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.3295 0 25 0.0000 15.6705 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 94.0013 0 25 0.0000 15.9987 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.4749 0 27 0.0000 16.5251 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.9239 0 26 0.0000 9.0761 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 114.0287 0 27 0.0000 5.9713 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0464 0 31 0.0000 3.9536 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.4055 0 30 0.0000 11.5945 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0887 0 33 0.0000 13.9113 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9235 0 25 0.0000 12.0765 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.1131 0 33 0.0000 14.8869 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 95.0036 0 34 0.0000 14.9964 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7429 0 34 0.0000 16.2571 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4857 0 27 0.0000 16.5143 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.4687 0 27 0.0000 16.5313 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.4075 0 27 0.0000 16.5925 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2889 0 28 0.0000 16.7111 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.8628 0 28 0.0000 17.1372 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.9349 0 32 0.0000 18.0651 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.7686 0 33 0.0000 18.2314 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.6783 0 33 0.0000 18.3217 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.8531 0 38 0.0000 20.1469 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.5514 0 33 0.0000 18.4486 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.4009 0 33 0.0000 8.5991 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.4769 0 25 0.0000 7.5231 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.4388 0 25 0.0000 7.5612 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.4257 0 25 0.0000 7.5743 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.3836 0 25 0.0000 7.6164 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.3093 0 33 0.0000 7.6907 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.3094 0 33 0.0000 7.6906 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.3088 0 33 0.0000 7.6912 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0564 0 25 0.0000 9.9436 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5547 0 25 0.0000 10.4453 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2655 0 25 0.0000 10.7345 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.7942 0 26 0.0000 6.2058 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.9550 0 26 0.0000 7.0450 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.4863 0 26 0.0000 7.5137 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.3443 0 26 0.0000 7.6557 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.3012 0 33 0.0000 7.6988 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0765 0 25 0.0000 1.9235 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 90.6459 0 35 0.0000 8.3541 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 90.2918 0 36 0.0000 8.7082 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 90.0904 0 38 0.0000 8.9096 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 90.0248 0 38 0.0148 8.9752 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 90.0134 0 38 0.0000 8.9866 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.2982 0 33 0.0000 18.7018 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.4677 0 26 0.0000 8.5323 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 1.7732 0 25 1.0970 0 25 0.0745 103.7360 102.4399 .4530 .3649
L2 31.3792 2.1255 2000.000 1.7653 0 25 0.9842 0 25 0.0563 102.4399 101.2112 .3649 .4156
L3 21.1637 1.3610 2000.000 1.7531 0 25 0.6356 0 25 0.0828 101.2112 100.5640 .4156 .5520
L4 14.8201 1.0611 2000.000 3.3357 0 25 0.7572 0 25 0.2251 100.5639 100.0975 .5520 .5288
L5 14.1212 0.8828 2000.000 3.3206 0 25 0.8766 0 25 0.2352 100.0975 99.6166 .5288 .3783
L6 107.6004 6.2303 2000.000 3.3670 0 25 0.7645 0 25 0.0313 99.6164 99.6378 .3782 .6539
L7 212.9831 7.4760 2500.000 3.3719 0 25 0.2942 0 25 0.0158 99.6377 99.6396 .5231 .7358
L8 226.7844 7.2108 2500.000 3.8416 0 25 0.1783 0 25 0.0169 99.6396 99.6403 .7358 .9081
L9 5.4768 0.2939 750.0000 3.7298 0 25 0.5925 0 25 0.6810 99.6403 99.4322 .5604 .2963
L10 230.8083 6.4929 2000.000 3.7293 0 25 0.5973 0 26 0.0162 98.9331 97.6670 .1165 .4835
L11 134.5580 5.4433 2000.000 3.7526 0 25 0.3746 0 26 0.0279 97.6670 97.6711 .4835 .7855
L12 167.9513 6.1268 2500.000 3.8137 0 25 0.2502 0 25 0.0227 97.6711 97.6730 .6284 .8692
L13 106.1819 4.1023 2750.000 5.1872 0 25 0.2812 0 25 0.0489 97.6730 97.6739 .7902 .9905
L14 3.7006 0.2681 800.0000 5.1518 0 25 0.9287 0 25 1.3922 97.6739 97.5366 .6674 .5082
L15 41.4767 1.7780 1500.000 5.1457 0 25 0.7135 0 25 0.1241 95.0376 94.8036 .3851 .5157
L24 46.8109 1.7908 2000.000 5.1192 0 26 0.8825 0 26 0.1094 94.8036 94.3295 .3868 .3697
L25 97.5504 2.8620 2500.000 6.6223 0 25 0.8493 0 25 0.0679 94.3295 94.0013 .2958 .4605
L26 39.8090 1.2386 3000.000 6.2082 0 26 1.2157 0 25 0.1559 94.0013 93.4749 .3838 .2450
L27 416.5903 6.9969 3500.000 6.1402 0 26 1.0015 0 14 0.0147 93.4749 93.4687 .2100 .4196
L28 142.9406 2.4129 2000.000 1.6202 0 26 0.7895 0 43 0.0113 120.9239 114.0287 .2120 .2644
L29 111.2914 2.2238 2000.000 2.9658 0 28 1.0928 0 23 0.0266 114.0287 106.0464 .2644 .2732
L30 121.4510 2.4983 2000.000 4.0412 0 31 0.7102 0 20 0.0333 106.0464 98.4055 .2732 .4528
L31 81.3908 1.8198 2000.000 5.6424 0 30 0.5608 0 15 0.0693 98.4055 96.0887 .4528 .6444
L32 10.6189 1.0497 1500.000 5.9075 0 33 1.0372 0 33 0.5563 96.0887 95.1131 .8592 .6954
L33 13.2107 0.8025 900.0000 0.6382 0 25 0.4112 0 25 0.0483 97.9235 97.3596 .4595 .2662
L34 27.1462 0.7567 2000.000 6.2112 0 33 0.4592 0 33 0.2288 95.1131 95.0036 .5215 .5168
L35 151.1332 2.3985 2800.000 6.2097 0 34 0.8816 0 34 0.0411 95.0036 93.7429 .3691 .2725
L36 604.2278 7.2058 3400.000 6.4720 0 34 1.4634 0 14 0.0107 93.7429 93.4857 .2244 .3458
W2637 41.0450 1.2356 2000.000 0.4054 0 25 0.3931 0 26 0.0099 94.0013 93.7493 .1406 .0646
L37 268.7941 4.1638 3600.000 6.5839 0 33 0.6574 0 42 0.0245 93.4857 93.4687 .3266 .4080
L38 20.3679 0.8611 2000.000 12.0889 0 27 0.9546 0 25 0.5935 93.4687 93.4075 .7343 .7137
L39 220.6626 2.1612 4000.000 -12.0531 0 27 -0.9046 0 26 -0.0546 93.4075 93.2889 .3069 .3272
L41 24.3580 0.8853 2000.000 12.0004 0 28 0.7853 0 28 0.4927 93.2889 92.8628 .7044 .6914
4243 57.3946 1.4914 2000.000 12.7339 0 29 0.7937 0 27 0.2219 92.8628 91.9349 .6914 .6424
4344 63.4676 1.6533 2000.000 12.2628 0 30 0.7238 0 18 0.1932 91.9349 91.7686 .6424 .8843
6869 43.1813 0.6276 2800.000 17.0115 Section 4
0 38 0.5354 0 27 0.3940 90.0134 89.8531 .7762 .7761
4445 40.5331 0.8886 2500.000 12.3250 0 32 0.4147 0 31 0.3041 91.7686 91.6783 .7074 .7913
4546 32.1296 1.0102 2500.000 12.5007 0 33 0.5353 0 32 0.3891 91.6783 91.5514 .7913 .8846
4647 6.5151 0.2485 2500.000 12.4971 0 33 0.6245 0 33 1.9182 91.5514 91.4009 .8846 .8323
4754 23.2712 0.5409 2500.000 12.6866 0 33 0.4029 0 33 0.5452 91.4009 91.3088 .8323 .8515
4849 22.9256 0.7660 2000.000 2.2192 0 25 0.2664 0 25 0.0968 91.4769 91.4388 .4485 .5144
5051 17.7578 0.7639 2000.000 3.0369 0 25 0.2893 0 25 0.1710 91.4257 91.3836 .5479 .6568
5253 101.3181 3.3248 2000.000 3.1811 0 25 1.4153 0 13 0.0314 91.3093 91.3094 .6897 .8897
5354 71.9793 1.0069 2500.000 2.6716 0 26 0.2979 0 15 0.0371 91.3094 91.3088 .7118 .8195
5462 116.2459 1.4360 2500.000 14.7514 0 33 0.2242 0 33 0.1269 91.3088 91.3012 .8195 .9525
5657 69.9273 5.9238 400.0000 0.4801 0 25 0.6583 0 25 0.0069 99.5547 99.2655 .0619 .0886
5758 51.4571 6.0705 500.0000 0.4706 0 25 0.1679 0 25 0.0091 99.2655 92.7942 .0709 .7084
5859 7.5758 0.9098 1000.000 0.9621 0 26 0.5652 0 26 0.1270 92.7942 91.9550 .3542 .3550
5960 9.0643 0.8433 1000.000 1.1108 0 26 0.4415 0 26 0.1225 91.9550 91.4863 .3550 .3263
6061 18.2707 1.0952 1000.000 1.1053 0 26 0.2827 0 0 0.0605 91.4863 91.4677 .3263 .7677
6162 28.0890 1.5752 2000.000 1.3212 0 27 0.6152 0 14 0.0470 91.3443 91.3012 .4222 1.190 *
6465 30.1389 0.8188 2400.000 16.8870 0 34 0.6874 0 28 0.5603 90.6459 90.2918 .8399 .9216
6566 23.0443 0.6922 2400.000 16.6648 0 35 0.5750 0 32 0.7232 90.2918 90.0904 .9216 .9627
6667 28.9716 0.4557 2400.000 17.1762 0 36 0.2830 0 34 0.5929 90.0904 90.0248 .9627 1.006 *
L595 116.2459 1.4360 2500.000 15.6306 0 33 0.2019 0 33 0.1345 91.3012 91.2982 .9525 1.019 *
L598 13.1084 2.2001 300.0000 1.1039 0 27 0.7096 0 27 0.0842 91.4677 91.3873 .2922 .2244
6768 22.4678 1.2234 600.0000 17.0304 0 37 1.3562 0 28 0.7580 90.0248 90.0134 1.041 1.055 *
5152 10.0715 0.9370 800.0000 3.0301 0 25 1.0969 0 25 0.3009 91.3836 91.3093 .4420 .3554
4950 16.9506 1.8197 800.0000 2.2098 0 25 0.7428 0 12 0.1304 91.4388 91.4257 .4985 .5071
5556ova 8.0165 3.7039 500.0000 0.6070 0 25 1.6206 0 25 0.0757 100.0564 99.6059 .4128 .4118
5556unda 0.2730 2.4721 375.0000 0.2319 0 25 2.0741 0 25 0.8495 100.0564 99.5547 3.030 2.892
5663ova 7.0634 3.0050 500.0000 0.4248 0 25 1.2523 0 25 0.0601 99.5547 98.1541 .3095 .3083
5663und 0.2114 1.9145 375.0000 0.2364 0 25 2.1650 0 25 1.1180 99.5547 97.3429 3.079 .9145
6364ova 109.2892 6.1392 1800.000 0.6789 0 25 0.8874 0 24 0.0062 97.0765 90.6459 .0425 .4144
6364und 0.6735 4.2350 450.0000 0.6243 0 15 3.8896 0 13 0.9270 97.0765 90.6459 2.947 4.479
6264ova 48.9163 1.4846 800.0000 15.5774 0 33 1.3710 0 33 0.3185 91.2982 91.2314 .5228 .4642
6264unda 0.0009 0.4442 50.0000 0.0034 2 9 1.4516 4 37 3.9064 91.2982 90.6459 50.96 40.32
FREE # 1 Undefnd Undefnd Undefn 17.0115 0 38
*==================================================*
| 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 0.3307 1.6168 0.8963
L2 0.0000 360.0000 0.0000 0.0000 0.3490 1.7961 0.7669
L3 0.0000 360.0000 0.0000 0.0000 0.4307 2.7615 0.6144
L4 0.0000 360.0000 0.0000 0.0000 0.5471 4.4085 0.8174
L5 0.0000 360.0000 0.0000 0.0000 0.4916 3.7956 0.7926
L6 0.0000 360.0000 0.0000 0.0000 0.4663 4.4200 0.7865
L7 0.0000 360.0000 0.0000 0.0000 0.7687 11.4895 0.4623
L8 0.0000 360.0000 0.0000 0.0000 1.0446 21.5821 0.3660
L9 0.0000 0.0000 0.0000 360.0000 0.2264 6.2970 0.1903
L10 0.0000 360.0000 0.0000 0.0000 0.4199 6.2565 0.3575
L11 0.0000 360.0000 0.0000 0.0000 0.6193 10.0514 0.4741
L12 0.0000 360.0000 0.0000 0.0000 0.9116 15.2589 0.4671
L13 0.0000 360.0000 0.0000 0.0000 0.8747 18.4527 0.6878
L14 0.0000 0.0000 0.0000 360.0000 0.2740 5.5489 0.4366
L15 0.0000 360.0000 0.0000 0.0000 0.4750 7.2228 0.4811
L24 0.0000 360.0000 0.0000 0.0000 0.4416 5.8056 0.6666
L25 0.0000 360.0000 0.0000 0.0000 0.6010 7.8036 0.8022
L26 0.0000 360.0000 0.0000 0.0000 0.5733 5.1499 1.1288
L27 0.0000 360.0000 0.0000 0.0000 0.5520 7.0110 0.9859
L28 0.0000 360.0000 0.0000 0.0000 0.2462 2.2971 0.3379
L29 0.0000 360.0000 0.0000 0.0000 0.3389 2.7784 0.5702
L30 0.0000 360.0000 0.0000 0.0000 0.3711 5.9481 0.4934
L31 0.0000 360.0000 0.0000 0.0000 0.4218 12.1181 0.5190
L32 0.0000 360.0000 0.0000 0.0000 0.4926 5.6958 1.2092
L33 0.0000 0.0000 0.0000 360.0000 0.1361 1.5520 0.1343
L34 0.0000 360.0000 0.0000 0.0000 0.6200 13.5261 0.4768
L35 0.0000 360.0000 0.0000 0.0000 0.3175 7.0439 0.7919
L36 0.0000 360.0000 0.0000 0.0000 0.3598 8.6262 0.7703
W2637 334.5833 0.0000 0.0000 25.4167 0.1289 1.0314 0.0807
L37 0.0000 360.0000 0.0000 0.0000 0.7167 11.2898 0.7995
L38 0.0000 360.0000 0.0000 0.0000 0.7286 12.7949 1.3701
L39 0.0000 143.3333 216.6667 0.0000 0.7626 13.4091 1.1408
L41 0.0000 360.0000 0.0000 0.0000 0.9032 15.2830 1.0960
4243 0.0417 359.9583 0.0000 0.0000 0.5697 16.2295 1.0392
4344 1.2083 358.7917 0.0000 0.0000 0.7726 21.6775 0.8707
6869 24.3542 335.6458 0.0000 0.0000 0.8479 34.3135 1.0774
4445 0.2083 359.7917 0.0000 0.0000 1.2607 29.7772 0.7757
4546 0.2083 359.7917 0.0000 0.0000 1.1599 23.3565 1.1212
4647 1.2083 358.7917 0.0000 0.0000 1.1506 20.0101 1.3403
4754 0.2083 359.7917 0.0000 0.0000 1.1614 31.4894 0.8480
4849 0.2083 358.2500 0.0000 1.5417 0.5724 8.3339 0.2564
5051 0.2083 358.1250 0.0000 1.6667 0.8512 10.4973 0.3485
5253 0.2083 359.7917 0.0000 0.0000 0.8441 14.1725 0.4555
5354 0.2083 355.4583 0.0000 4.3333 1.4578 50.8747 0.1009
5462 4.5417 355.4583 0.0000 0.0000 1.3824 65.7933 0.4965
5657 334.2083 25.7917 0.0000 0.0000 0.0245 0.7308 0.0197
5758 236.3125 123.6875 0.0000 0.0000 0.1593 2.8349 0.0323
5859 0.2083 359.7917 0.0000 0.0000 0.2466 1.7021 0.2004
5960 0.2083 359.7917 0.0000 0.0000 0.2540 2.5166 0.1502
6061 0.2083 355.5833 0.0000 4.2083 0.3813 7.1822 0.0842
6162 0.2083 359.7917 0.0000 0.0000 0.6672 10.0083 0.4279
6465 0.2083 359.7917 0.0000 0.0000 0.9220 26.4709 1.3670
6566 0.2083 359.7917 0.0000 0.0000 1.1390 29.6534 1.2772
6667 0.2083 359.7917 0.0000 0.0000 1.2277 61.1433 0.6635
L595 0.9583 359.0417 0.0000 0.0000 1.4058 77.4256 0.4977
L598 13.0833 0.0000 0.0000 346.9167 0.0779 1.5559 0.0550
6768 24.3125 31.0625 0.0000 304.6250 0.4047 18.3644 0.5829
5152 11.5833 49.3333 0.0000 299.0833 0.2184 2.7630 0.3447
4950 8.0833 347.9167 0.0000 4.0000 0.2822 3.2698 0.2718
5556ova 318.2188 16.4479 0.0000 25.3333 0.0887 0.3766 0.3325
5556unda 0.2083 61.7500 0.0000 298.0417 0.1085 0.1136 2.3033
5663ova 312.3229 0.0000 0.0000 47.6771 0.0848 0.3395 0.1933
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6213
6364ova 325.9208 21.6875 0.0000 12.3917 0.3175 3.5518 0.0723
6364und 6.2083 353.7917 0.0000 0.0000 0.1259 0.1646 5.9313
6264ova 22.8958 0.0000 0.0000 337.1042 0.2519 11.3670 0.5411
6264unda 0.5000 359.5000 0.0000 0.0000 0.0137 0.0025 2.4938
*===========================================*
| 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 0.1342 2898.2892 0.0014 1.0000 0.3032 0.0687 0.1466 9.8903
L2 0.1343 2901.9393 0.0014 1.0000 0.2584 0.0687 0.1690 9.8903
L3 0.1345 2904.4287 0.0016 1.0000 0.1656 0.0857 0.2604 9.8903
L4 0.2532 5469.2756 0.0025 1.0000 0.0768 0.1259 0.4895 9.8903
L5 0.2537 5478.9291 0.0024 1.0000 0.0447 0.2257 0.9303 9.8903
L6 0.2537 5480.2702 0.0065 1.0000 0.0264 0.3268 2.2590 2.3186
L7 0.2537 5479.7682 0.0079 1.0000 0.0070 0.6058 7.4327 2.3079
L8 0.2851 6157.2588 0.0128 1.0000 0.0034 0.8562 15.5735 2.3077
L9 0.2852 6160.1745 0.0029 1.0000 0.2417 0.0411 0.7476 4.9452
L10 0.2853 6162.6216 0.0029 1.0000 0.0511 0.2504 3.5138 5.1155
L11 0.2850 6157.0729 0.0049 1.0000 0.0104 0.4847 6.5110 2.3117
L12 0.2842 6138.0250 0.0068 1.0000 0.0051 0.7752 11.3378 2.3098
L13 0.3908 8440.8777 0.0086 1.0000 0.0049 0.8557 13.6975 2.3120
L14 0.3904 8432.3311 0.0039 1.0000 0.2542 0.1032 0.6671 4.9451
L15 0.3909 8443.2030 0.0039 1.0000 0.1009 0.1100 1.1761 6.6135
L24 0.3912 8449.2182 0.0040 1.0000 0.2313 0.0791 0.6286 6.5935
L25 0.5117 11052.517 0.0052 1.0000 0.1694 0.1107 0.9326 6.6115
L26 0.5053 10913.835 0.0045 1.0000 0.2425 0.1158 0.6451 6.5935
L27 0.5060 10928.892 0.0063 1.0000 0.1267 0.1456 1.0580 3.2968
L28 0.1566 3382.4914 0.0015 1.0000 0.3460 0.0524 0.2561 6.5935
L29 0.2916 6299.2521 0.0023 1.0000 0.2531 0.0746 0.4051 6.5935
L30 0.4973 10742.239 0.0031 1.0000 0.2295 0.1294 1.0117 6.5935
L31 0.7008 15137.274 0.0054 1.0000 0.1465 0.1513 1.7036 6.5935
L32 0.7573 16358.659 0.0042 1.0000 0.2667 0.1727 0.9130 8.2419
L33 0.0434 936.9666 0.0006 1.0000 0.3723 0.0234 0.1199 9.8903
L34 0.8025 17334.240 0.0051 1.0000 0.0632 0.2115 3.0758 8.2419
L35 0.8041 17367.738 0.0048 1.0000 0.3222 0.1326 1.1103 8.2419
L36 0.8434 18217.946 0.0050 1.0000 0.5735 0.1070 0.9707 2.9671
W2637 0.0075 161.0683 0.0001 0.0668 0.0229 0.0040 0.0259 0.1000
L37 0.8533 18432.051 0.0054 1.0000 0.1729 0.1842 1.6543 2.9671
L38 1.3620 29419.576 0.0092 1.0000 0.1493 0.2195 1.8815 2.9671
L39 -1.3632 -29445.02 0.0088 1.0000 0.0000 0.1994 2.1929 6.5935
L41 1.3693 29577.030 0.0090 1.0000 0.2081 0.2209 2.4674 6.5935
4243 1.4498 31315.882 0.0088 0.9995 0.2448 0.1771 2.2024 4.2658
4344 1.4591 31517.600 0.0078 0.9980 0.0534 0.3091 5.6793 0.0779
6869 1.9238 41554.057 0.0098 0.9548 0.1166 0.2793 4.5307 0.1500
4445 1.4799 31965.111 0.0083 0.9996 0.0202 0.7690 15.0230 7.9982
4546 1.4924 32236.859 0.0082 0.9996 0.0260 0.7315 12.4487 7.9982
4647 1.4808 31985.738 0.0086 0.9981 0.0225 0.9064 12.6569 0.1501
4754 1.4871 32120.388 0.0086 0.9996 0.0156 0.9320 21.7425 7.9982
4849 0.1779 3843.4406 0.0039 0.9996 0.0111 0.3540 3.9146 7.9982
5051 0.2362 5101.1883 0.0049 0.9996 0.0099 0.6687 7.0627 7.9982
5253 0.2482 5361.4784 0.0040 0.9996 0.0290 0.7266 9.2987 1.6000
5354 0.2215 4783.9797 0.0063 0.9995 0.0078 1.1954 39.1255 7.6900
5462 1.6535 35716.675 0.0173 0.9934 0.0080 1.2899 50.6325 0.1500
5657 0.0125 270.1080 0.0002 0.0669 0.0740 0.0009 0.0259 0.0200
5758 0.0125 270.5471 0.0001 0.3458 0.0118 0.0170 0.2818 0.0350
5859 0.0620 1339.7125 0.0006 0.9996 0.1520 0.0340 0.1658 7.9982
5960 0.0757 1634.6616 0.0007 0.9996 0.0373 0.0902 0.7887 7.9982
6061 0.0746 1611.8073 0.0025 0.9995 0.0125 0.3207 5.8100 7.6900
6162 0.0948 2047.6541 0.0020 0.9996 0.0150 0.5848 8.3950 7.9982
6465 1.8880 40780.549 0.0094 0.9996 0.0377 0.5101 8.7782 7.9982
6566 1.8761 40524.809 0.0104 0.9993 0.0225 0.7552 15.5740 7.6900
6667 1.9603 42342.278 0.0111 0.9996 0.0116 0.9667 37.2437 7.9982
L595 1.7124 36987.038 0.0300 0.9984 0.0065 1.3309 61.1412 2.2041
L598 0.0720 1555.1590 0.0009 0.9793 1.2662 0.0075 0.1491 0.0200
6768 1.9199 41470.818 0.0101 0.9548 0.5692 0.0755 2.2478 0.0200
5152 0.2327 5025.3662 0.0023 0.9823 0.6337 0.0374 0.3446 0.0237
4950 0.1770 3822.7879 0.0018 0.9883 0.1935 0.0491 0.3938 0.0240
5556ova 0.0271 585.1739 0.0004 0.1096 0.1120 0.0070 0.0187 0.0201
5556unda 0.0361 779.0428 0.0003 0.9996 1.4364 0.0276 0.0198 0.7465
5663ova 0.0316 681.9459 0.0003 0.1264 0.1170 0.0076 0.0273 0.0201
5663und 0.0416 899.4169 0.0002 0.9996 1.2023 0.0321 0.0213 0.7465
6364ova 0.0295 637.9318 0.0003 0.0889 0.0400 0.0256 0.2771 0.0500
6364und 0.0880 1901.0410 0.0062 0.9996 1.1292 0.0629 0.0827 0.7465
6264ova 1.6966 36646.660 0.0092 0.9588 0.5640 0.0592 1.7418 0.0200
6264unda 0.0062 134.3232 0.0000 0.9991 0.4572 0.0125 0.0024 0.7177
FREE # 1 1.9238 41553.285
*===============================================================*
| 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 1.7636 0.0000 1.2428 0.6773 0.8447 103.7346 102.4375 Max Flow
L2 1.7493 0.0000 0.9763 0.5892 0.7270 102.4373 101.2066 Max Flow
L3 1.7253 0.0000 0.4408 0.5853 0.8255 101.2063 100.5610 Max Flow
L4 3.3064 0.0000 0.4621 0.6810 1.0978 100.5606 100.0909 Max Flow
L5 3.2624 0.0000 0.4409 0.6000 1.1140 100.0905 99.6110 Max Flow
L6 3.1942 0.0000 0.0228 0.6736 0.5733 99.6102 99.6319 Max Flow
L7 3.2611 0.0000 0.0016 0.6261 0.5209 99.6320 99.6355 Max Flow
L8 3.7466 0.0000 0.0004 0.6342 0.5386 99.6356 99.6364 Max Flow
L9 3.6271 0.0000 0.1820 0.2198 0.6484 99.6363 99.4298 Max Flow
L10 3.6109 0.0000 0.0705 0.2743 0.2274 98.9287 97.6649 Max Flow
L11 3.6237 0.0000 0.0060 0.5827 0.5296 97.6650 97.6695 Max Flow
L12 3.5290 0.0000 0.0013 0.6622 0.5905 97.6691 97.6701 Max Flow
L13 5.1026 0.0000 0.0026 0.9359 0.8572 97.6701 97.6714 Max Flow
L14 5.0227 0.0000 0.1034 0.4059 0.7429 97.6712 97.5359 Max Flow
L15 4.9863 0.0000 0.2403 0.3576 0.5678 95.0284 94.7894 Max Flow
L24 4.9016 0.0000 0.4587 0.5235 0.7525 94.7890 94.3233 Max Flow
L25 6.4907 0.0000 0.2657 0.5573 0.7316 94.3229 93.9892 Max Flow
L26 6.0161 0.0000 0.4783 0.6807 1.3153 93.9887 93.4213 Max Flow
L27 5.9153 0.0000 0.0856 0.7060 0.6679 93.4205 93.4080 Max Flow
L28 1.5624 0.0000 4.9705 0.3044 0.4149 120.9118 114.0094 Max Flow
L29 2.9460 0.0000 7.9805 0.3847 0.5312 114.0189 106.0455 Max Flow
L30 4.0282 0.0000 2.5906 0.4146 0.5448 106.0454 98.4052 Max Flow
L31 5.6352 0.0000 0.6412 0.6061 0.9049 98.4052 96.0720 Max Flow
L32 5.8954 0.0000 0.9069 0.8605 1.2494 96.0877 95.1126 Max Flow
L33 0.6356 0.0000 0.5433 0.2391 0.3733 97.9230 97.3591 Max Flow
L34 6.1980 0.0000 0.1088 0.4843 1.0548 95.1126 95.0033 Max Flow
L35 6.2035 0.0000 1.2053 0.7864 0.9319 95.0033 93.7427 Max Flow
L36 6.4659 0.0000 0.1039 0.7647 0.7583 93.7427 93.4224 Max Flow
W2637 0.3582 0.0000 0.2331 0.1214 0.2491 93.9887 93.7414 Max Flow
L37 6.5536 0.0000 0.0382 0.6981 0.8314 93.4226 93.3991 Max Flow
L38 11.5437 0.0000 0.0555 0.9812 1.7315 93.4505 93.3907 Max Flow
L39 -0.0212 0.0000 -0.0114 0.0065 0.0206 92.1865 92.1978 Max Flow
L41 11.7288 0.0000 0.4206 0.7682 1.4000 93.2747 92.8528 Max Flow
4243 12.6625 0.0000 0.9135 0.9057 1.3469 92.8530 91.9224 Max Flow
4344 12.2145 0.0000 0.2009 0.8708 1.2222 91.9221 91.7395 Max Flow
6869 16.9109 0.0000 0.1602 1.0201 2.1694 90.0096 89.8495 Max Flow
4445 12.1061 0.0000 0.0913 0.6453 1.3971 91.7617 91.6731 Max Flow
4546 12.3709 0.0000 0.1309 1.0356 1.7070 91.6732 91.5476 Max Flow
4647 12.4089 0.0000 0.1445 0.9636 2.5000 91.5477 91.3985 Max Flow
4754 12.6206 0.0000 0.0922 0.8519 1.9277 91.3985 91.3071 Max Flow
4849 2.2024 0.0000 0.0401 0.3520 0.7003 91.4750 91.4363 Max Flow
5051 3.0004 0.0000 0.0437 0.2795 0.7215 91.4227 91.3806 Max Flow
5253 3.0784 0.0000 0.0031 0.3968 0.4268 91.1857 91.1855 Max Flow
5354 2.2614 0.0000 0.0008 0.1346 0.3847 91.3014 91.3008 Max Flow
5462 14.6569 0.0000 0.0087 0.4031 0.7680 91.3071 91.2996 Max Flow
5657 0.4716 0.0000 0.1476 0.0342 0.0234 99.5545 99.2648 Max Flow
5758 0.4539 0.0000 0.0204 0.0496 0.0338 99.2648 92.7810 Max Flow
5859 0.8909 0.0000 0.8342 0.1917 0.3402 92.7806 91.9420 Max Flow
5960 1.0321 0.0000 0.4593 0.1725 0.3335 91.9416 91.4769 Max Flow
6061 0.9999 0.0000 0.0185 0.1369 0.2421 91.4767 91.4603 Max Flow
6162 1.2122 0.0000 0.0230 0.5860 0.8243 91.3252 91.1800 Max Flow
6465 16.8607 0.0000 0.3714 1.1332 1.8414 90.6454 90.2824 Max Flow
6566 16.6609 0.0000 0.2146 1.1658 2.0560 90.2822 90.0702 Max Flow
6667 17.0530 0.0000 0.0690 0.9544 1.9190 90.0699 90.0019 Max Flow
L595 15.3944 0.0000 0.0034 0.4138 0.7896 91.2995 91.2964 Max Flow
L598 0.9706 0.0360 0.0371 0.0625 0.0624 91.4603 91.3823 Max Flow
6768 16.8439 0.0000 0.0112 0.4016 0.5226 90.0208 90.0096 Max Flow
5152 2.9648 0.0000 0.0575 0.2720 0.5612 91.3804 91.2970 Max Flow
4950 2.1706 0.0000 0.0139 0.2428 0.3643 91.4361 91.4230 Max Flow
5556ova 0.6002 0.0000 0.4476 0.2476 0.2051 100.0558 99.6050 Max Flow
5556unda 0.2318 0.1844 0.3163 0.3407 0.2655 100.0558 99.5546 Max Flow
5663ova 0.4226 0.0000 1.3960 0.1750 0.1538 99.5545 98.1538 Max Flow
5663und 0.2364 0.6018 1.6123 0.3429 0.3750 99.5545 97.3429 Max Flow
6364ova 0.6621 0.0000 4.9336 0.0766 0.0746 97.0753 89.9949 Max Flow
6364und 0.6237 1.5527 5.9921 1.3055 0.3420 97.0555 89.5098 Max Flow
6264ova 15.4613 0.0000 0.0474 0.3700 0.4779 91.2964 91.2300 Max Flow
6264unda 0.0034 0.1679 1.2724 2.2251 0.0500 90.9751 89.5040 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 120.0000 240.0000 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 240.0000 0.0000 120.0000 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 245.0000 0.0000 115.0000 0.0000 0.0000 0.0000 0.0000 None
L14 70.0000 290.0000 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 195.0000 165.0000 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 290.0000 10.0000 25.0000 0.0000 0.0000 35.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 30.0000 330.0000 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 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 10.0000 265.0000 35.0000 0.0000 0.0000 0.0000 50.0000 0.0000 None
W2637 20.0000 5.0000 335.0000 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 50.0000 310.0000 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 340.0000 20.0000 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 10.0000 95.0000 0.0000 0.0000 255.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 355.0000 0.0000 0.0000 5.0000 0.0000 0.0000 0.0000 None
L595 0.0000 340.0000 0.0000 0.0000 20.0000 0.0000 0.0000 0.0000 None
L598 210.0000 135.0000 10.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
6768 10.0000 320.0000 20.0000 0.0000 10.0000 0.0000 0.0000 0.0000 None
5152 125.0000 225.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 355.0000 5.0000 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 310.0000 0.0000 0.0000 45.0000 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 315.0000 0.0000 0.0000 0.0000 45.0000 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 25.0000 315.0000 20.0000 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 0.0000 1.1667 1.1667 0.0000
L2 356.8333 356.8333 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 295.5625 295.5625 0.0000 0.0000
L5 0.0208 317.9375 0.0000 0.0000
L6 0.0000 351.8958 0.0000 0.0000
L7 0.0000 340.1875 0.0000 0.0000
L8 0.0000 341.6667 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 357.7708 0.0000 0.0000
L12 0.0000 348.4792 0.0000 0.0000
L13 0.0000 359.2500 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 11.7500 12.7917 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 324.5417 359.9583 0.0000 0.0000
L28 165.5833 166.7500 0.0000 0.0000
L29 313.4167 313.4167 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 0.0000 0.0000 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 332.2083 0.0000 0.0000
L35 5.9167 5.9167 0.0000 0.0000
L36 66.2083 66.2917 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 291.7083 359.0000 0.0000 0.0000
L38 0.0208 186.0833 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 30.2292 53.6944 69.0208 0.0000
4243 69.0208 69.0208 0.1250 0.0000
4344 35.7361 351.6389 0.0417 0.0000
6869 4.7619 10.3452 0.0000 0.0000
4445 10.4167 355.1250 0.0000 0.0000
4546 0.0556 339.9861 0.0000 0.0000
4647 0.0000 246.6458 0.0000 0.0000
4754 0.8611 342.8264 0.0000 0.0000
4849 1.7500 290.6667 0.0000 0.0000
5051 5.7500 328.0000 1.0417 0.0000
5253 5.8750 333.8958 0.8958 0.0000
5354 0.6111 312.3264 0.0000 0.0000
5462 10.0417 355.4583 0.0000 0.0000
5657 344.5000 344.5000 21.7500 0.0000
5758 346.2083 346.2083 0.0000 0.0000
5859 356.5833 357.4583 1.0000 0.0000
5960 340.1875 340.3125 0.0000 0.0000
6061 5.7083 304.2292 0.0000 0.0000
6162 14.2014 277.4306 0.0000 0.0000
6465 10.8542 346.5000 0.0833 0.0000
6566 8.0104 352.8333 0.0000 0.0000
6667 0.0000 347.5833 0.0000 0.0000
L595 5.9167 358.0833 0.0000 0.0000
L598 0.0000 0.0000 266.3125 0.0000
6768 0.0208 33.1042 0.0000 0.0000
5152 0.0000 0.0000 0.0000 0.0000
4950 119.4333 347.5750 0.0000 0.0000
5556ova 324.4271 324.4271 30.2708 0.0000
5556unda 1.9375 7.8750 307.5000 0.0000
5663ova 0.4167 0.4167 6.1667 0.0000
5663und 0.0000 0.0000 307.1042 0.0000
6364ova 335.1667 335.1667 12.4458 0.0000
6364und 251.5417 251.5417 8.8750 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264unda 0.8750 0.8750 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 0.4892 1.2163 0.4708 0.0849 1.6506 0.0376 0.1735 1.3571 0.0799 1.8222 14.2500 0.8392 0.8329
L2 0.0000 0.9961 0.2133 0.0000 1.7606 0.0047 0.0000 1.7676 0.0220 0.0000 19.4433 0.2424 0.7774
L3 0.0000 0.6353 0.0000 0.0000 1.7531 0.0000 0.0000 2.7594 0.0000 0.0000 44.1508 0.0000 0.9672
L4 0.3012 0.8016 0.3262 0.0355 3.2074 0.0928 0.1180 4.0014 0.2845 1.8874 64.0228 4.5520 1.0825
L5 0.0000 0.8760 0.0000 0.0000 3.3206 0.0000 0.0000 3.7905 0.0000 0.0000 37.9052 0.0000 0.9319
L6 0.1985 0.9213 0.2927 0.1286 3.1288 0.1095 0.6478 3.3961 0.3743 6.6079 34.6407 3.8179 1.0447
L7 0.0355 0.3072 0.0735 0.0071 3.3332 0.0316 0.2002 10.8497 0.4303 2.1017 113.9222 4.5186 1.5675
L8 0.0150 0.1798 0.0301 0.0017 3.8363 0.0036 0.1148 21.3401 0.1200 1.1481 213.4009 1.2003 2.0398
L9 0.4543 0.7428 0.7078 1.4836 2.1436 0.1026 3.2658 2.8858 0.1450 32.6581 28.8578 1.4498 0.3330
L10 0.3275 0.7078 0.3312 0.2426 3.1242 0.3625 0.7407 4.4143 1.0945 7.4072 44.1430 10.9450 0.6131
L11 0.0691 0.4347 0.1385 0.0604 3.5538 0.1384 0.8743 8.1752 0.9992 14.4258 134.8904 16.4866 1.2736
L12 0.0351 0.2684 0.0713 0.0242 3.7469 0.0426 0.6903 13.9614 0.5979 11.3903 230.3627 9.8657 1.8643
L13 0.0392 0.3240 0.0800 0.0598 5.0133 0.1140 1.5277 15.4747 1.4257 26.7352 270.8075 24.9498 2.4667
L14 0.0000 0.5213 0.9671 0.0000 0.2499 4.9018 0.0000 0.4795 5.0687 0.0000 4.7948 50.6869 0.4541
L15 0.4269 0.9272 0.3822 0.6780 3.9385 0.5293 1.5882 4.2477 1.3849 20.6462 55.2202 18.0032 0.6685
L24 0.2078 0.8929 0.0000 0.0185 5.1008 0.0000 0.0888 5.7126 0.0000 1.7759 114.2529 0.0000 0.7577
L25 0.4120 0.9791 0.3788 0.2910 5.9454 0.3860 0.7063 6.0726 1.0188 11.3007 97.1614 16.3004 0.9337
L26 0.0000 1.2064 0.0000 0.0000 6.2082 0.0000 0.0000 5.1458 0.0000 0.0000 77.1875 0.0000 0.9734
L27 0.0000 0.9927 0.1583 0.0000 5.9856 0.1546 0.0000 6.0296 0.9764 0.0000 87.4289 14.1585 1.1272
L28 0.0000 0.7067 0.0000 0.0000 1.6202 0.0000 0.0000 2.2927 0.0000 0.0000 307.2164 0.0000 0.4819
L29 0.0000 1.0767 0.0000 0.0000 2.9658 0.0000 0.0000 2.7546 0.0000 0.0000 435.2259 0.0000 0.5335
L30 0.0000 0.6857 0.0000 0.0000 4.0412 0.0000 0.0000 5.8933 0.0000 0.0000 884.0000 0.0000 0.7660
L31 0.1054 0.4675 0.1007 0.0042 5.6372 0.0010 0.0397 12.0590 0.0099 3.5329 1073.2472 0.8832 1.0891
L32 0.3607 1.1409 0.4394 0.2083 5.6141 0.0851 0.5775 4.9207 0.1937 12.1272 103.3357 4.0681 1.1937
L33 0.1895 0.4831 0.1893 0.0532 0.5676 0.0174 0.2808 1.1748 0.0919 2.8085 11.7481 0.9194 0.3550
L34 0.1760 0.4802 0.3492 0.0695 5.7038 0.4380 0.3947 11.8770 1.2542 6.9068 207.8484 21.9483 1.0388
L35 0.2225 0.8898 0.3940 0.0042 6.1753 0.0302 0.0191 6.9402 0.0766 0.4097 149.2151 1.6465 0.9157
L36 0.1842 0.7700 0.1066 0.0377 6.4262 0.0081 0.2045 8.3455 0.0761 3.6809 150.2197 1.3695 0.9522
W2637 0.3202 0.4482 0.2389 0.0534 0.3176 0.0345 0.1667 0.7084 0.1443 1.6669 7.0844 1.4430 0.2217
L37 0.1067 0.6521 0.0648 0.1228 6.4452 0.0160 1.1512 9.8830 0.2466 27.0529 232.2511 5.7958 1.3134
L38 0.2125 1.2027 0.1426 0.6046 11.4199 0.0643 2.8456 9.4950 0.4512 39.8379 132.9299 6.3171 1.4503
L39 0.1152 0.9281 0.3119 0.0096 11.8837 0.1599 0.0834 12.8042 0.5126 0.8336 128.0415 5.1257 1.2917
L41 0.3439 0.8585 0.3350 0.3967 11.2679 0.3358 1.1534 13.1245 1.0023 62.8601 715.2865 54.6247 1.3970
4243 0.3637 1.3154 0.4244 2.3572 9.2188 1.1579 6.4807 7.0082 2.7281 388.8399 420.4939 163.6862 1.3282
4344 0.4197 0.9303 0.2627 4.9157 6.5913 0.7557 11.7129 7.0853 2.8766 585.6462 354.2631 143.8290 1.5121
6869 0.1538 0.5796 0.2295 0.1730 15.2908 1.5477 1.1247 26.3824 6.7446 22.4934 527.6472 134.8920 2.1733
4445 0.0000 0.4140 0.0000 0.0000 12.3250 0.0000 0.0000 29.7703 0.0000 0.0000 982.4195 0.0000 1.8643
4546 0.5077 0.6497 0.3253 7.8173 4.1972 0.4862 15.3979 6.4605 1.4949 384.9464 161.5118 37.3724 2.0850
4647 0.3362 0.7138 0.3534 0.5992 10.8141 1.0839 1.7820 15.1498 3.0674 35.6402 302.9959 61.3480 2.1534
4754 0.3056 0.5029 0.3049 2.2964 7.8259 2.5643 7.5146 15.5620 8.4114 232.9520 482.4234 260.7536 2.1028
4849 0.1555 0.2973 0.1490 0.1490 1.9473 0.1229 0.9587 6.5499 0.8246 11.5043 78.5993 9.8946 0.9576
5051 0.2078 0.3024 0.0000 0.3018 2.7351 0.0000 1.4526 9.0440 0.0000 27.5996 171.8368 0.0000 1.1969
5253 0.0400 0.3588 0.0271 0.1135 2.9865 0.0811 2.8389 8.3241 2.9973 56.7787 166.4829 59.9468 1.5823
5354 0.0323 0.0584 0.0418 0.2546 2.1834 0.2335 7.8744 37.4196 5.5807 228.3574 1085.1690 161.8401 1.9017
5462 0.1383 0.2595 0.0895 1.3319 12.8155 0.6039 9.6324 49.3806 6.7461 115.5891 592.5672 80.9530 2.2129
5657 0.1266 0.6571 0.1645 0.0000 0.4801 0.0000 0.0000 0.7306 0.0001 0.0002 4.3839 0.0006 0.0295
5758 0.1028 0.1692 0.1066 0.0068 0.4561 0.0078 0.0658 2.6958 0.0729 3.2897 134.7922 3.6456 0.1847
5859 0.0000 0.5656 0.0000 0.0000 0.9621 0.0000 0.0000 1.7011 0.0000 0.0000 30.6193 0.0000 0.3545
5960 0.2545 0.4610 0.2427 0.0372 1.0531 0.0204 0.1462 2.2846 0.0842 2.4858 38.8378 1.4307 0.3418
6061 0.0961 0.1692 0.0865 0.0369 0.9831 0.0853 0.3841 5.8108 0.9865 4.2246 63.9193 10.8514 0.5394
6162 0.1247 0.1626 0.0768 0.6607 0.5661 0.0943 5.2977 3.4813 1.2292 158.9301 104.4383 36.8749 1.4795
6465 0.2099 0.7397 0.3975 0.5708 14.8674 1.4488 2.7194 20.0996 3.6449 87.0211 643.1867 116.6368 2.1069
6566 0.1247 0.6069 0.5065 0.0470 10.8596 5.7581 0.3769 17.8931 11.3676 13.1905 626.2575 397.8665 2.2555
6667 0.2722 0.3634 0.1850 8.1070 6.6564 2.4128 29.7807 18.3164 13.0404 1489.0369 915.8201 652.0199 2.3507
L595 0.1369 0.2391 0.0882 1.6512 13.0200 0.9595 12.0643 54.4647 10.8825 72.3857 326.7879 65.2952 2.4349
L598 0.1510 0.7100 0.1510 0.0001 1.1037 0.0001 0.0006 1.5547 0.0006 0.0037 9.3279 0.0037 0.0785
6768 0.8317 1.1559 0.7864 4.3384 7.3591 5.3329 5.2161 6.3665 6.7818 52.1610 63.6650 67.8178 0.6000
5152 1.5748 2.1297 0.2073 1.4159 1.3602 0.2539 0.8991 0.6387 1.2250 5.3945 3.8322 7.3501 0.3193
4950 0.9475 1.2155 0.1158 1.0794 0.9769 0.1535 1.1393 0.8037 1.3249 6.8357 4.8222 7.9492 0.4018
5556ova 0.2874 1.6940 0.0000 0.0059 0.6012 0.0000 0.0205 0.3549 0.0000 0.3277 5.6781 0.0000 0.2061
5663ova 0.0434 1.2534 0.0553 0.0000 0.4248 0.0000 0.0001 0.3390 0.0000 0.0107 28.1334 0.0016 0.1545
6364ova 0.0599 0.0875 0.0540 0.2817 0.3200 0.0772 4.7068 3.6583 1.4293 47.0677 36.5832 14.2928 0.3618
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 0.3975
*========================================================*
| 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 0.2882 5.6036 0.1277 6.0196 8.6273 13.132 0.2882 5.6036 0.1277 6.0196 8.6273 13.132 0.0000 0.0000 0.0000 None
L2 0.0000 6.2582 0.01671 6.2749 2.1817 7.0692 0.0000 6.2582 0.01671 6.2749 2.1817 7.0692 0.0000 0.0000 0.0000 None
L3 0.0000 10.925 0.0000 10.925 4.8854 10.592 0.0000 10.925 0.0000 10.925 4.8854 10.592 0.0000 0.0000 0.0000 None
L4 0.2323 20.971 0.6068 21.810 4.5667 12.227 0.2323 20.971 0.6068 21.810 4.5667 12.227 0.0000 0.0000 0.0000 None
L5 0.0000 15.881 0.0000 15.881 6.4407 13.733 0.0000 15.881 0.0000 15.881 6.4407 13.733 0.0000 0.0000 0.0000 None
L6 3.2349 78.689 2.7549 84.679 6.7118 15.611 3.2349 78.689 2.7549 84.679 6.7118 15.611 0.0000 0.0000 0.0000 None
L7 0.6414 300.82 2.8530 304.32 4.8668 19.221 0.6414 300.82 2.8530 304.32 4.8668 19.221 0.0000 0.0000 0.0000 None
L8 0.2983 664.80 0.6255 665.72 6.0793 26.158 0.2983 664.80 0.6255 665.72 6.0793 26.158 0.0000 0.0000 0.0000 None
L9 11.328 16.368 0.7835 28.479 3.3263 30.690 11.328 16.368 0.7835 28.479 3.3263 30.690 0.0000 0.0000 0.0000 None
L10 3.2983 42.477 4.9280 50.703 10.084 23.270 3.2983 42.477 4.9280 50.703 10.084 23.270 0.0000 0.0000 0.0000 None
L11 3.7173 218.79 8.5180 231.03 6.2973 21.846 3.7173 218.79 8.5180 231.03 6.2973 21.846 0.0000 0.0000 0.0000 None
L12 2.8874 446.47 5.0790 454.43 6.5090 22.582 2.8874 446.47 5.0790 454.43 6.5090 22.582 0.0000 0.0000 0.0000 None
L13 6.7166 562.79 12.803 582.31 2.6922 22.700 6.7166 562.79 12.803 582.31 2.6922 22.700 0.0000 0.0000 0.0000 None
L14 0.0000 2.3589 46.263 48.622 4.4859 25.631 0.0000 2.3589 46.263 48.622 4.4859 25.631 0.0000 0.0000 0.0000 None
L15 5.5063 31.987 4.2986 41.792 2.3282 17.312 5.5063 31.987 4.2986 41.792 2.3282 17.312 0.0000 0.0000 0.0000 None
L24 0.1246 34.425 0.0000 34.550 4.7015 17.346 0.1246 34.425 0.0000 34.550 4.7015 17.346 0.0000 0.0000 0.0000 None
L25 2.4925 50.928 3.3061 56.726 3.1230 15.533 2.4925 50.928 3.3061 56.726 3.1230 15.533 0.0000 0.0000 0.0000 None
L26 0.0000 35.964 0.0000 35.964 5.6217 14.116 0.0000 35.964 0.0000 35.964 5.6217 14.116 0.0000 0.0000 0.0000 None
L27 0.0000 99.123 2.5601 101.68 10.982 22.728 0.0000 99.123 2.5601 101.68 10.982 22.728 0.0000 0.0000 0.0000 None
L28 0.0000 8.0610 0.0000 8.0610 25.567 36.481 0.0000 8.0610 0.0000 8.0610 25.567 36.481 0.0000 0.0000 0.0000 None
L29 0.0000 13.164 0.0000 13.164 23.019 31.232 0.0000 13.164 0.0000 13.164 23.019 31.232 0.0000 0.0000 0.0000 None
L30 0.0000 26.267 0.0000 26.267 22.679 42.302 0.0000 26.267 0.0000 26.267 22.679 42.302 0.0000 0.0000 0.0000 None
L31 0.04972 66.972 0.01187 67.034 19.109 49.223 0.04972 66.972 0.01187 67.034 19.109 49.223 0.0000 0.0000 0.0000 None
L32 1.2213 32.918 0.4991 34.638 5.0771 16.484 1.2213 32.918 0.4991 34.638 5.0771 16.484 0.0000 0.0000 0.0000 None
L33 0.2788 2.9728 0.09113 3.3427 6.9141 18.399 0.2788 2.9728 0.09113 3.3427 6.9141 18.399 0.0000 0.0000 0.0000 None
L34 0.9286 76.233 5.8534 83.015 1.5562 23.161 0.9286 76.233 5.8534 83.015 1.5562 23.161 0.0000 0.0000 0.0000 None
L35 0.01844 26.859 0.1312 27.008 8.5552 30.145 0.01844 26.859 0.1312 27.008 8.5552 30.145 0.0000 0.0000 0.0000 None
L36 0.5636 96.173 0.1213 96.858 4.7956 28.735 0.5636 96.173 0.1213 96.858 4.7956 28.735 0.0000 0.0000 0.0000 None
W2637 0.3818 2.2720 0.2466 2.9004 7.7959 15.237 0.3818 2.2720 0.2466 2.9004 7.7959 15.237 0.0000 0.0000 0.0000 None
L37 3.8940 204.41 0.5071 208.81 4.1027 19.496 3.8940 204.41 0.5071 208.81 4.1027 19.496 0.0000 0.0000 0.0000 None
L38 11.195 211.46 1.1912 223.85 19.279 36.534 11.195 211.46 1.1912 223.85 19.279 36.534 0.0000 0.0000 0.0000 None
L39 0.09469 117.20 1.5766 118.87 19.823 36.982 0.09469 117.20 1.5766 118.87 19.823 36.982 0.0000 0.0000 0.0000 None
L41 4.7873 135.98 4.0521 144.82 20.135 36.311 4.7873 135.98 4.0521 144.82 20.135 36.311 0.0000 0.0000 0.0000 None
4243 23.300 91.123 11.445 125.87 13.171 41.390 23.300 91.123 11.445 125.87 13.171 41.390 0.0000 0.0000 0.0000 None
4344 89.775 120.38 13.801 223.95 12.597 39.954 89.775 120.38 13.801 223.95 12.597 39.954 0.0000 0.0000 0.0000 None
6869 2.4456 216.18 21.882 240.51 16.774 61.657 2.4456 216.18 21.882 240.51 16.774 61.657 0.0000 0.0000 0.0000 None
4445 0.0000 231.80 0.0000 231.80 9.4473 32.474 0.0000 231.80 0.0000 231.80 9.4473 32.474 0.0000 0.0000 0.0000 None
4546 111.57 59.902 6.9397 178.41 6.9780 26.274 111.57 59.902 6.9397 178.41 6.9780 26.274 0.0000 0.0000 0.0000 None
4647 7.9592 143.65 14.398 166.01 8.2126 24.632 7.9592 143.65 14.398 166.01 8.2126 24.632 0.0000 0.0000 0.0000 None
4754 45.326 154.47 50.615 250.41 12.922 39.653 45.326 154.47 50.615 250.41 12.922 39.653 0.0000 0.0000 0.0000 None
4849 2.8440 37.156 2.3444 42.345 18.524 32.905 2.8440 37.156 2.3444 42.345 18.524 32.905 0.0000 0.0000 0.0000 None
5051 6.3959 57.965 0.0000 64.361 12.873 24.673 6.3959 57.965 0.0000 64.361 12.873 24.673 0.0000 0.0000 0.0000 None
5253 13.760 362.02 9.8342 385.61 7.2063 25.552 13.760 362.02 9.8342 385.61 7.2063 25.552 0.0000 0.0000 0.0000 None
5354 44.026 377.50 40.376 461.90 0.09978 34.450 44.026 377.50 40.376 461.90 0.09978 34.450 0.0000 0.0000 0.0000 None
5462 57.096 549.36 25.889 632.35 0.05857 51.299 57.096 549.36 25.889 632.35 0.05857 51.299 0.0000 0.0000 0.0000 None
5657 .000034 3.0832 .000098 3.0833 0.09576 29.906 .000034 3.0832 .000098 3.0833 0.09576 29.906 0.0000 0.0000 0.0000 None
5758 0.3637 24.530 0.4182 25.312 4.2469 20.789 0.3637 24.530 0.4182 25.312 4.2469 20.789 0.0000 0.0000 0.0000 None
5859 0.0000 4.4594 0.0000 4.4594 6.5467 13.383 0.0000 4.4594 0.0000 4.4594 6.5467 13.383 0.0000 0.0000 0.0000 None
5960 0.2353 6.6581 0.1291 7.0225 6.8908 16.726 0.2353 6.6581 0.1291 7.0225 6.8908 16.726 0.0000 0.0000 0.0000 None
6061 0.9010 24.001 2.0822 26.985 12.811 32.002 0.9010 24.001 2.0822 26.985 12.811 32.002 0.0000 0.0000 0.0000 None
6162 26.103 22.368 3.7276 52.199 0.05805 15.034 26.103 22.368 3.7276 52.199 0.05805 15.034 0.0000 0.0000 0.0000 None
6465 6.7386 175.52 17.105 199.37 27.135 48.412 6.7386 175.52 17.105 199.37 27.135 48.412 0.0000 0.0000 0.0000 None
6566 0.6511 150.40 79.749 230.80 1.7552 26.069 0.6511 150.40 79.749 230.80 1.7552 26.069 0.0000 0.0000 0.0000 None
6667 236.96 194.56 70.525 502.05 1.5770 50.837 236.96 194.56 70.525 502.05 1.5770 50.837 0.0000 0.0000 0.0000 None
L595 82.030 646.83 47.669 776.53 0.03390 54.037 82.030 646.83 47.669 776.53 0.03390 54.037 0.0000 0.0000 0.0000 None
L598 .001202 14.253 .001202 14.256 0.08430 19.916 .001202 14.253 .001202 14.256 0.08430 19.916 0.0000 0.0000 0.0000 None
6768 132.76 225.19 163.19 521.13 16.752 62.104 132.76 225.19 163.19 521.13 16.752 62.104 0.0000 0.0000 0.0000 None
5152 15.531 14.920 2.7849 33.235 13.988 26.540 15.531 14.920 2.7849 33.235 13.988 26.540 0.0000 0.0000 0.0000 None
4950 24.180 21.883 3.4375 49.500 15.413 26.937 24.180 21.883 3.4375 49.500 15.413 26.937 0.0000 0.0000 0.0000 None
5556ova 0.03775 3.8563 0.0000 3.8941 8.3703 12.516 0.03775 3.8563 0.0000 3.8941 8.3703 12.516 0.0000 0.0000 0.0000 None
5663ova .000044 3.3353 .86E-05 3.3353 9.0420 12.902 .000044 3.3353 .86E-05 3.3353 9.0420 12.902 0.0000 0.0000 0.0000 None
6364ova 80.251 91.148 21.994 193.39 20.966 63.364 80.251 91.148 21.994 193.39 20.966 63.364 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 103.7360 102.4399 10.5000 11.7000 3.0727 3.0727 1.7000 1.4321 1.4321 0.8000 4.5048 4.5048
L2 102.4399 101.2112 11.0000 4.2000 2.0183 2.0183 2.7000 2.8692 2.8692 2.3000 4.8875 4.8875
L3 101.2112 100.5640 16.0000 7.4000 2.5146 2.5146 2.6000 3.1916 3.1916 3.3000 5.7062 5.7062
L4 100.5639 100.0975 16.0000 6.5000 1.9333 1.9333 1.3000 5.7274 5.7274 4.2000 7.6607 7.6607
L5 100.0975 99.6166 10.0000 11.5000 5.0593 5.0593 5.5000 2.2325 2.2325 2.4000 7.2919 7.2919
L6 99.6164 99.6378 10.2000 12.1000 5.3882 5.3882 2.6000 3.5110 3.5110 1.9000 8.8992 8.8992
L7 99.6377 99.6396 10.5000 11.9000 7.0332 7.0332 6.0000 7.3214 7.3214 5.1000 14.3546 14.3546
L8 99.6396 99.6403 10.0000 14.5000 8.4207 8.4207 7.6000 11.6580 11.6580 10.8000 20.0787 20.0787
L9 99.6403 99.4322 10.0000 27.5000 24.1737 24.1737 8.2000 3.1897 3.1897 2.2000 27.3634 27.3634
L10 98.9331 97.6670 10.0000 19.7000 9.6163 9.6163 7.2000 3.5704 3.5704 0.0000 13.1867 13.1867
L11 97.6670 97.6711 16.5000 12.9000 6.6027 6.6027 3.5000 8.9460 8.9460 5.4000 15.5487 15.5487
L12 97.6711 97.6730 16.5000 15.0000 8.4910 8.4910 6.0000 7.5824 7.5824 5.5000 16.0735 16.0735
L13 97.6730 97.6739 17.5000 12.5000 9.8078 9.8078 4.6000 10.1998 10.1998 5.5000 20.0077 20.0077
L14 97.6739 97.5366 10.0000 5.0000 0.5141 0.5141 0.6000 20.6307 20.6307 1.4000 21.1448 21.1448
L15 95.0376 94.8036 13.0000 6.5000 4.1718 4.1718 0.0000 10.8121 10.8121 6.5000 14.9838 14.9838
L24 94.8036 94.3295 20.0000 16.8000 12.0985 12.0985 11.2000 0.5461 0.5461 0.8000 12.6445 12.6445
L25 94.3295 94.0013 16.0000 4.7000 1.5770 1.5770 0.0000 10.8325 10.8325 7.9000 12.4095 12.4095
L26 94.0013 93.4749 15.0000 7.8000 2.1783 2.1783 2.6000 6.3161 6.3161 7.2000 8.4944 8.4944
L27 93.4749 93.4687 14.5000 13.7000 2.7181 2.7181 3.4000 9.0278 9.0278 5.1000 11.7459 11.7459
L28 120.9239 114.0287 134.0000 31.0000 5.4333 5.4333 11.0000 5.4809 5.4809 19.0000 10.9142 10.9142
L29 114.0287 106.0464 158.0000 28.5000 5.4811 5.4811 16.5000 2.7322 2.7322 19.5000 8.2133 8.2133
L30 106.0464 98.4055 150.0000 32.0000 9.3209 9.3209 12.0000 10.3022 10.3022 17.0000 19.6231 19.6231
L31 98.4055 96.0887 89.0000 30.0000 10.8910 10.8910 10.0000 19.2228 19.2228 19.0000 30.1138 30.1138
L32 96.0887 95.1131 21.0000 13.6000 8.5229 8.5229 4.3000 2.8842 2.8842 1.9000 11.4071 11.4071
L33 97.9235 97.3596 10.0000 13.8000 6.8859 6.8859 2.0000 4.5995 4.5995 3.0000 11.4854 11.4854
L34 95.1131 95.0036 17.5000 16.7000 15.1438 15.1438 12.7000 6.4607 6.4607 3.8000 21.6045 21.6045
L35 95.0036 93.7429 21.5000 11.0000 2.4448 2.4448 2.0000 19.1447 19.1447 18.4000 21.5895 21.5895
L36 93.7429 93.4857 18.0000 6.8000 2.0044 2.0044 1.1000 21.9351 21.9351 21.1000 23.9395 23.9395
W2637 94.0013 93.7493 10.0000 9.3000 1.5041 1.5041 0.0000 5.9374 5.9374 3.9000 7.4415 7.4415
L37 93.4857 93.4687 23.5000 11.3000 7.1973 7.1973 4.1000 8.1960 8.1960 6.8000 15.3933 15.3933
L38 93.4687 93.4075 14.0000 30.6000 11.3209 11.3209 5.1000 5.9344 5.9344 4.2000 17.2553 17.2553
L39 93.2889 93.4075 10.0000 30.7000 10.8769 10.8769 9.7000 6.2821 6.2821 4.8000 17.1591 17.1591
L41 93.2889 92.8628 54.5000 32.5000 12.3651 12.3651 10.3000 3.8108 3.8108 2.0000 16.1759 16.1759
4243 92.8628 91.9349 60.0000 31.0000 17.8289 17.8289 1.5000 10.3897 10.3897 5.0000 28.2185 28.2185
4344 91.9349 91.7686 50.0000 32.0000 19.4034 19.4034 2.0000 7.9543 7.9543 3.4000 27.3577 27.3577
6869 90.0134 89.8531 20.0000 36.0000 19.2258 19.2258 13.2000 25.6574 25.6574 5.8000 44.8832 44.8832
4445 91.7686 91.6783 33.0000 26.4000 16.9527 16.9527 21.8000 6.0737 6.0737 8.0000 23.0263 23.0263
4546 91.6783 91.5514 25.0000 22.1000 15.1220 15.1220 1.7000 4.1744 4.1744 2.0000 19.2964 19.2964
4647 91.5514 91.4009 20.0000 11.8000 3.5874 3.5874 0.6000 12.8320 12.8320 7.8000 16.4194 16.4194
4754 91.4009 91.3088 31.0000 28.6000 15.6779 15.6779 7.1000 11.0526 11.0526 1.4000 26.7305 26.7305
4849 91.4769 91.4388 12.0000 26.3000 7.7757 7.7757 4.6000 6.6055 6.6055 3.7000 14.3812 14.3812
5051 91.4257 91.3836 19.0000 21.4000 8.5273 8.5273 6.1000 3.2726 3.2726 5.4600 11.7999 11.7999
5253 91.3093 91.3094 20.0000 14.4000 7.1937 7.1937 2.8000 11.1516 11.1516 2.7700 18.3453 18.3453
5354 91.3094 91.3088 29.0000 30.3000 30.2002 30.2002 20.1000 4.1503 4.1503 0.0000 34.3506 34.3506
5462 91.3088 91.3012 12.0000 13.9000 13.8414 13.8414 2.9000 37.3992 37.3992 20.0000 51.2406 51.2406
5657 99.5547 99.2655 6.0000 29.9000 29.8042 29.8042 29.8000 0.0063 0.0063 0.0000 29.8105 29.8105
5758 99.2655 92.7942 50.0000 20.0000 15.7531 15.7531 15.0000 0.7894 0.7894 0.0000 16.5425 16.5425
5859 92.7942 91.9550 18.0000 8.4000 1.8533 1.8533 2.3000 4.9833 4.9833 5.5000 6.8365 6.8365
5960 91.9550 91.4863 17.0000 10.1000 3.2092 3.2092 2.0000 6.6260 6.6260 5.9000 9.8352 9.8352
6061 91.4863 91.4677 11.0000 25.0000 12.1890 12.1890 10.4000 7.0020 7.0020 1.5000 19.1910 19.1910
6162 91.3443 91.3012 30.0000 9.3000 9.2419 9.2419 1.3000 5.7340 5.7340 2.0000 14.9760 14.9760
6465 90.6459 90.2918 32.0000 40.4000 13.2650 13.2650 11.2000 8.0119 8.0119 2.0000 21.2770 21.2770
6566 90.2918 90.0904 35.0000 10.3000 8.5448 8.5448 5.7000 15.7692 15.7692 6.5000 24.3141 24.3141
6667 90.0904 90.0248 50.0000 30.2000 28.6230 28.6230 6.0000 20.6373 20.6373 3.0000 49.2603 49.2603
L595 91.3012 91.2982 6.0000 13.9000 13.8661 13.8661 2.9000 40.1373 40.1373 20.0000 54.0034 54.0034
L598 91.4677 91.3873 6.0000 19.9000 19.8157 19.8157 19.8000 0.0157 0.0157 0.0000 19.8314 19.8314
6768 90.0248 90.0134 10.0000 31.1000 14.3479 14.3479 0.0000 31.0043 31.0043 10.7000 45.3522 45.3522
5152 91.3836 91.3093 6.0000 20.4000 6.4124 6.4124 2.0000 6.1395 6.1395 0.0000 12.5520 12.5520
4950 91.4388 91.4257 6.0000 21.5000 6.0874 6.0874 2.0000 5.4372 5.4372 0.0000 11.5245 11.5245
5556ova 100.0564 99.6059 16.0000 9.2000 0.8297 0.8297 0.1000 3.3160 3.3160 3.7000 4.1457 4.1457
5663ova 99.5547 98.1541 83.0000 9.2000 0.1580 0.1580 0.1000 3.7016 3.7016 3.7000 3.8596 3.8596
6364ova 97.0765 90.6459 10.0000 51.7000 30.7341 30.7341 7.1000 11.6642 11.6642 3.3000 42.3983 42.3983
6264ova 91.2982 91.2314 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.