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e2y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:06.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 47.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
2 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
3 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
5 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
9 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
11 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
13 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
15 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
17 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
19 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
21 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
23 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
25 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
27 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
29 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
31 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
33 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
35 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
39 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
40 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
41 N47#1 N47 7.0000 .10000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N47#2 N47 29.000 .44000 0.1010.000 0.025 0.100 0.000 0.000 0.00
43 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
45 N50#1 N50 37.000 1.0900 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N50#2 N50 39.000 .60000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
47 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N55#1 0.1000 2.0000 2.0000
2 N55#2 0.1000 2.0000 2.0000
3 N56#1 0.1000 2.0000 2.0000
4 N56#2 0.1000 2.0000 2.0000
5 N58#1 0.1000 2.0000 2.0000
6 N58#2 0.1000 2.0000 2.0000
7 N59#1 0.1000 2.0000 2.0000
8 N59#2 0.1000 2.0000 2.0000
9 N61#1 0.1000 2.0000 2.0000
10 N61#2 0.1000 2.0000 2.0000
11 N1#1 0.1000 2.0000 2.0000
12 N1#2 0.1000 2.0000 2.0000
13 N4#1 0.1000 2.0000 2.0000
14 N4#2 0.1000 2.0000 2.0000
15 N8#1 0.1000 2.0000 2.0000
16 N8#2 0.1000 2.0000 2.0000
17 N13#1 0.1000 2.0000 2.0000
18 N13#2 0.1000 2.0000 2.0000
19 N25#1 0.1000 2.0000 2.0000
20 N25#2 0.1000 2.0000 2.0000
21 N28#1 0.1000 2.0000 2.0000
22 N28#2 0.1000 2.0000 2.0000
23 N29#1 0.1000 2.0000 2.0000
24 N29#2 0.1000 2.0000 2.0000
25 N30#1 0.1000 2.0000 2.0000
26 N30#2 0.1000 2.0000 2.0000
27 N31#1 0.1000 2.0000 2.0000
28 N31#2 0.1000 2.0000 2.0000
29 N32#1 0.1000 2.0000 2.0000
30 N32#2 0.1000 2.0000 2.0000
31 N33#1 0.1000 2.0000 2.0000
32 N33#2 0.1000 2.0000 2.0000
33 N36#1 0.1000 2.0000 2.0000
34 N36#2 0.1000 2.0000 2.0000
35 N42#1 0.1000 2.0000 2.0000
36 N42#2 0.1000 2.0000 2.0000
37 N44#1 0.1000 2.0000 2.0000
38 N44#2 0.1000 2.0000 2.0000
39 N45#1 0.1000 2.0000 2.0000
40 N45#2 0.1000 2.0000 2.0000
41 N47#1 0.1000 2.0000 2.0000
42 N47#2 0.1000 2.0000 2.0000
43 N48#1 0.1000 2.0000 2.0000
44 N48#2 0.1000 2.0000 2.0000
45 N50#1 0.1000 2.0000 2.0000
46 N50#2 0.1000 2.0000 2.0000
47 N52#1 0.1000 2.0000 2.0000
48 N52#2 0.1000 2.0000 2.0000
49 N63#1 0.1000 2.0000 2.0000
50 N63#2 0.1000 2.0000 2.0000
51 N64#1 0.1000 2.0000 2.0000
52 N64#2 0.1000 2.0000 2.0000
53 N66#1 0.1000 2.0000 2.0000
54 N66#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.19
Pervious Area (hectares)........ 24.91
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.40
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N55 N56 N58 N59 N61 N1
N4 N8 N13 N25 N28 N29
N30 N31 N32 N33 N36 N42
N44 N45 N47 N48 N50 N52
N63 N64 N66
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N55#1 2200 456 N55#2 2195 425 N56#1 1300 360
N56#2 2165 427 N58#1 1308 360 N58#2 2162 426
N59#1 1356 360 N59#2 2261 423 N61#1 1348 360
N61#2 2232 424 N1#1 1304 360 N1#2 2064 560
N4#1 1140 360 N4#2 2407 653 N8#1 1360 360
N8#2 2618 714 N13#1 1300 360 N13#2 2539 701
N25#1 1308 360 N25#2 2170 426 N28#1 1340 360
N28#2 2057 431 N29#1 1300 360 N29#2 2061 547
N30#1 1300 360 N30#2 2416 720 N31#1 1308 360
N31#2 2569 715 N32#1 1352 360 N32#2 1328 360
N33#1 1352 360 N33#2 2235 425 N36#1 1348 360
N36#2 2244 424 N42#1 1316 360 N42#2 2178 426
N44#1 1320 360 N44#2 2194 426 N45#1 1332 360
N45#2 2149 427 N47#1 867 189 N47#2 2100 428
N48#1 1228 360 N48#2 2054 430 N50#1 1276 360
N50#2 2278 422 N52#1 1356 360 N52#2 2236 424
N63#1 1340 360 N63#2 2227 425 N64#1 1304 360
N64#2 2162 426 N66#1 1300 360 N66#2 2169 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 47.0000 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) 1.931700E+04 47.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 4.997598E+00 0.012
Surface Runoff from Watersheds 1.862948E+04 45.327
Total Water remaining in Surface Storage 1.759165E+02 0.428
Infiltration over the Pervious Area... 5.136664E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.932406E+04 47.017
Total Precipitation + Initial Storage. 1.931700E+04 47.000
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............... -0.0365
****************************************************
* 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.............. 1.862948E+04 45.327
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.................. 1.862705E+04 45.321
Initial Storage + Inflow.................... 1.862948E+04 45.327
Final Storage + Outflow + Diverted GW....... 1.862705E+04 45.321
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0131
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N55#1 N55#2 N56#1 N56#2 N58#1 N58#2
Area (hectares)........ 0.60001 0.61001 0.21000 0.21000 0.42001 0.43001
Percent Impervious..... 1.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 44.69088 44.86416 0.00000 44.79662 0.00000 44.82494
Total Losses (mm)...... 2.05547 2.05069 0.00000 2.05337 0.00000 2.05247
Remaining Depth (mm)... 0.25365 0.08515 0.00000 0.15001 0.00000 0.12260
Peak Runoff Rate (cms). 0.13541 0.17639 0.00000 0.05468 0.00000 0.11673
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.05066 47.06910 46.94548 47.04013 46.95784 47.05009
Peak Runoff Rate (cms). 0.00218 0.00023 0.06586 0.00008 0.13481 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.05066 47.06910 46.94548 47.04013 46.95784 47.05009
Peak Runoff Rate (cms). 0.00218 0.00023 0.06586 0.00008 0.13481 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) 44.71448 44.86636 46.94548 44.79886 46.95784 44.82716
Peak Runoff Rate (cms). 0.13759 0.17661 0.06586 0.05476 0.13481 0.11689
Unit Runoff (mm/hr).... 83.24327 105.10131 113.85325 94.65905 116.51398 98.67963
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N59#1 N59#2 N61#1 N61#2 N1#1 N1#2
Area (hectares)........ 0.12000 0.13000 0.20000 0.20000 0.23001 2.33005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.92740 0.00000 44.90950 0.00000 44.73827
Total Losses (mm)...... 0.00000 2.04398 0.00000 2.04686 0.00000 2.05471
Remaining Depth (mm)... 0.00000 0.02862 0.00000 0.04364 0.00000 0.20702
Peak Runoff Rate (cms). 0.00000 0.04240 0.00000 0.06286 0.00000 0.50580
Total Impervious Area
---------------------
Total Runoff Depth (mm) 47.00344 47.12400 46.99362 47.10565 46.94673 47.04931
Peak Runoff Rate (cms). 0.04219 0.00005 0.06901 0.00008 0.07230 0.08464
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 47.00344 47.12400 46.99362 47.10565 46.94673 47.04931
Peak Runoff Rate (cms). 0.04219 0.00005 0.06901 0.00008 0.07230 0.08464
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) 47.00344 44.92960 46.99362 44.91169 46.94673 44.96938
Peak Runoff Rate (cms). 0.04219 0.04245 0.06901 0.06293 0.07230 0.59044
Unit Runoff (mm/hr).... 127.63910 118.52304 125.25165 114.22411 114.11511 91.98824
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N4#1 N4#2 N8#1 N8#2 N13#1 N13#2
Area (hectares)........ 0.67001 1.57003 0.06000 0.54001 0.71002 1.33003
Percent Impervious..... 100.00000 30.00000 100.00000 45.00000 100.00000 35.00000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.84720 0.00000 44.88089 0.00000 44.83408
Total Losses (mm)...... 0.00000 2.05156 0.00000 2.04961 0.00000 2.05212
Remaining Depth (mm)... 0.00000 0.10124 0.00000 0.06950 0.00000 0.11380
Peak Runoff Rate (cms). 0.00000 0.30927 0.00000 0.08852 0.00000 0.23826
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.74288 47.02369 47.01029 47.01208 46.94422 47.01440
Peak Runoff Rate (cms). 0.15823 0.16980 0.02133 0.08660 0.22218 0.16638
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.74288 47.02369 47.01029 47.01208 46.94422 47.01440
Peak Runoff Rate (cms). 0.15823 0.16980 0.02133 0.08660 0.22218 0.16638
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) 46.74288 45.50015 47.01029 45.83993 46.94422 45.59719
Peak Runoff Rate (cms). 0.15823 0.47907 0.02133 0.17512 0.22218 0.40464
Unit Runoff (mm/hr).... 85.72772 110.76719 129.05428 117.72163 113.59225 110.44043
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N25#1 N25#2 N28#1 N28#2 N29#1 N29#2
Area (hectares)........ 1.13002 1.13002 0.12000 2.87006 0.25001 2.24005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.82918 0.00000 44.51616 0.00000 44.78058
Total Losses (mm)...... 0.00000 2.05231 0.00000 2.05717 0.00000 2.05380
Remaining Depth (mm)... 0.00000 0.11850 0.00000 0.42667 0.00000 0.16562
Peak Runoff Rate (cms). 0.00000 0.30877 0.00000 0.54992 0.00000 0.51387
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.95848 47.05179 46.98635 47.00637 46.93913 47.05369
Peak Runoff Rate (cms). 0.36314 0.00042 0.04079 0.00104 0.07752 0.08139
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.95848 47.05179 46.98635 47.00637 46.93913 47.05369
Peak Runoff Rate (cms). 0.36314 0.00042 0.04079 0.00104 0.07752 0.08139
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) 46.95848 44.83141 46.98635 44.51865 46.93913 45.00789
Peak Runoff Rate (cms). 0.36314 0.30919 0.04079 0.55097 0.07752 0.59527
Unit Runoff (mm/hr).... 116.65677 99.32341 123.39100 69.68751 112.55681 96.46629
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N30#1 N30#2 N31#1 N31#2 N32#1 N32#2
Area (hectares)........ 0.40001 3.58008 1.00002 2.72006 0.50001 0.50001
Percent Impervious..... 100.00000 10.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 41.01165 0.00000 44.81951 0.00000 44.92463
Total Losses (mm)...... 0.00000 2.05705 0.00000 2.05266 0.00000 2.04452
Remaining Depth (mm)... 0.00000 3.93130 0.00000 0.12783 0.00000 0.03085
Peak Runoff Rate (cms). 0.00000 0.24432 0.00000 0.47651 0.00000 0.16226
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.93913 46.97786 46.95478 47.01198 46.99768 0.00000
Peak Runoff Rate (cms). 0.12403 0.11957 0.31911 0.33924 0.17392 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.93913 46.97786 46.95478 47.01198 46.99768 0.00000
Peak Runoff Rate (cms). 0.12403 0.11957 0.31911 0.33924 0.17392 0.00492
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) 46.93913 41.60827 46.95478 45.58687 46.99768 44.92463
Peak Runoff Rate (cms). 0.12403 0.36389 0.31911 0.81576 0.17392 0.16226
Unit Runoff (mm/hr).... 112.55681 36.89719 115.83968 108.86836 126.27020 117.80446
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N33#1 N33#2 N36#1 N36#2 N42#1 N42#2
Area (hectares)........ 0.41001 0.41001 0.36001 0.37001 0.67001 0.67001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.88956 0.00000 44.91512 0.00000 44.83983
Total Losses (mm)...... 0.00000 2.04893 0.00000 2.04609 0.00000 2.05188
Remaining Depth (mm)... 0.00000 0.06151 0.00000 0.03878 0.00000 0.10829
Peak Runoff Rate (cms). 0.00000 0.12402 0.00000 0.11761 0.00000 0.18615
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.99774 47.08739 46.99362 47.11137 46.96095 47.05640
Peak Runoff Rate (cms). 0.14263 0.00015 0.12422 0.00014 0.21634 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.99774 47.08739 46.99362 47.11137 46.96095 47.05640
Peak Runoff Rate (cms). 0.14263 0.00015 0.12422 0.00014 0.21634 0.00025
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) 46.99774 44.89176 46.99362 44.91732 46.96095 44.84204
Peak Runoff Rate (cms). 0.14263 0.12417 0.12422 0.11775 0.21634 0.18639
Unit Runoff (mm/hr).... 126.28505 109.93957 125.25165 115.52664 117.21445 100.98788
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N44#1 N44#2 N45#1 N45#2 N47#1 N47#2
Area (hectares)........ 0.31001 0.32001 0.13000 0.37001 0.01000 0.44001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.85552 0.00000 44.78093 0.00000 44.72936
Total Losses (mm)...... 0.00000 2.05115 0.00000 2.05379 0.00000 2.05487
Remaining Depth (mm)... 0.00000 0.09332 0.00000 0.16528 0.00000 0.21578
Peak Runoff Rate (cms). 0.00000 0.09120 0.00000 0.09426 0.00000 0.10486
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.96423 47.06399 46.97131 47.03550 47.05314 47.02422
Peak Runoff Rate (cms). 0.10074 0.00012 0.04284 0.00014 0.00363 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.96423 47.06399 46.97131 47.03550 47.05314 47.02422
Peak Runoff Rate (cms). 0.10074 0.00012 0.04284 0.00014 0.00363 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) 46.96423 44.85773 46.97131 44.78319 47.05314 44.73165
Peak Runoff Rate (cms). 0.10074 0.09132 0.04284 0.09440 0.00363 0.10502
Unit Runoff (mm/hr).... 117.96424 103.58895 119.63627 92.61489 131.90063 86.64309
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.09002 0.06000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.57038 0.00000 44.95876 0.00000 44.89788
Total Losses (mm)...... 0.00000 2.05677 0.00000 2.03288 0.00000 2.04816
Remaining Depth (mm)... 0.00000 0.37285 0.00000 0.00836 0.00000 0.05395
Peak Runoff Rate (cms). 0.00000 0.34000 0.00000 0.02089 0.00000 0.05530
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.86550 47.00847 46.92159 47.12042 47.00524 47.09459
Peak Runoff Rate (cms). 0.46864 0.00061 0.32786 0.00002 0.05996 0.00007
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.86550 47.00847 46.92159 47.12042 47.00524 47.09459
Peak Runoff Rate (cms). 0.46864 0.00061 0.32786 0.00002 0.05996 0.00007
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) 46.86550 44.57282 46.92159 44.96092 47.00524 44.90008
Peak Runoff Rate (cms). 0.46864 0.34062 0.32786 0.02091 0.05996 0.05537
Unit Runoff (mm/hr).... 100.07004 73.16306 109.18615 126.53303 128.03692 111.67003
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).... 47.00000 47.00000 47.00000 47.00000 47.00000 47.00000
Max Intensity (mm/hr).. 130.84800 130.84800 130.84800 130.84800 130.84800 130.84800
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.88555 0.00000 44.82268 0.00000 44.80084
Total Losses (mm)...... 0.00000 2.04925 0.00000 2.05255 0.00000 2.05325
Remaining Depth (mm)... 0.00000 0.06520 0.00000 0.12477 0.00000 0.14591
Peak Runoff Rate (cms). 0.00000 0.12911 0.00000 0.20291 0.00000 0.31175
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.98235 47.08415 46.94889 47.04922 46.94295 47.04151
Peak Runoff Rate (cms). 0.14159 0.00016 0.23356 0.00028 0.37465 0.00044
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.98235 47.08415 46.94889 47.04922 46.94295 47.04151
Peak Runoff Rate (cms). 0.14159 0.00016 0.23356 0.00028 0.37465 0.00044
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) 46.98235 44.88775 46.94889 44.82491 46.94295 44.80308
Peak Runoff Rate (cms). 0.14159 0.12928 0.23356 0.20318 0.37465 0.31218
Unit Runoff (mm/hr).... 122.37124 109.13363 114.56954 98.34235 113.33213 95.23028
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| |
| |
160.000 = =
| |
| |
| |
| |
| |
| |
| ##### |
| # # |
| # # |
120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| ###### # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
80.000 = # # # # =
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # # |
| # ##### |
| # ##### |
| # # |
| # # |
40.000 = ##### # =
| # # |
| # ##### |
| # ###### |
| # # |
##### # |
# ######### |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 22.2720 50.0000 990.0000
N2 27.8707 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N4 50.0000 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 26.4421 50.0000 0.0000
N12 31.8099 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 41.5363 50.0000 0.0000
N15 11.4529 28.6322 0.0000
N24 28.8689 50.0000 0.0000
N25 48.7693 50.0000 0.0000
N26 50.0000 50.0000 0.0000
N27 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 43.0725 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 36.8032 50.0000 0.0000
N35 49.2568 50.0000 0.0000
N36 50.0000 50.0000 0.0000
N37 29.0819 50.0000 0.0000
N38 50.0000 50.0000 0.0000
N39 50.0000 50.0000 0.0000
N41 31.6011 50.0000 0.0000
N42 20.5739 50.0000 0.0000
N43 46.9132 50.0000 0.0000
N44 50.0000 50.0000 0.0000
N45 45.4937 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 47.5096 50.0000 0.0000
N47 48.5971 50.0000 0.0000
N48 50.0000 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 47.4594 50.0000 0.0000
N53 24.1378 50.0000 0.0000
N54 33.3505 50.0000 0.0000
N55 1.9224 4.8059 19625.0000
N56 1.3758 3.4394 25.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 50.0000 50.0000 0.0000
N62 42.3288 50.0000 0.0000
N63 0.8114 2.0284 960.0000
N64 45.6286 50.0000 0.0000
N65 49.2485 50.0000 0.0000
N66 38.7407 50.0000 0.0000
N67 15.8596 39.6489 0.0000
N68 11.6975 29.2437 0.0000
D1 15.7590 39.3974 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 4.0998 4.0998 11.6426 0.0833 0.0047 0.0584 Normal Soln
L2 4.5781 4.5781 14.0789 0.0000 0.0039 0.0418 Normal Soln
L3 6.9118 6.9118 32.6164 0.0000 0.0054 0.0615 Normal Soln
L4 6.3731 6.3731 27.7826 0.0000 0.0064 0.1733 Normal Soln
L5 3.9441 3.9441 17.9868 0.0000 0.0051 0.2219 Normal Soln
L6 4.0700 4.0700 28.5339 0.0000 0.0072 0.0478 Normal Soln
L7 3.7053 3.7053 50.0000 4.5000 0.0120 0.0349 Normal Soln
L8 3.1196 3.1196 50.0000 228.0833 0.0194 0.0500 Normal Soln
L9 6.4239 6.4239 26.6500 0.0000 0.0069 0.5120 Normal Soln
L10 4.2803 4.2803 36.7105 3.9167 0.0083 0.0122 Normal Soln
L11 6.2820 6.2820 50.0000 0.0000 -0.0390 0.0411 Normal Soln
L12 5.3324 5.3324 50.0000 0.0000 -0.0530 0.0446 Normal Soln
L13 5.7838 5.7838 50.0000 0.0000 -0.0335 0.0894 Normal Soln
L14 4.7428 4.7428 17.8752 0.0000 0.0520 1.0594 Normal Soln
L15 5.7087 5.7087 27.4068 0.0000 0.0243 0.0942 Normal Soln
L24 8.8037 8.8037 31.1589 0.0000 0.0280 0.0831 Normal Soln
L25 6.1773 6.1773 27.7997 0.0000 0.0181 0.0518 Normal Soln
L26 5.0945 5.0945 16.8040 0.0000 0.0243 0.1269 Normal Soln
L27 5.1593 5.1593 19.1580 0.0000 0.0190 0.0121 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0030 0.0079 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0046 0.0209 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0059 0.0238 Normal Soln
L31 38.3141 38.3141 50.0000 0.0000 0.0114 0.0527 Normal Soln
L32 7.3169 7.3169 24.7975 0.0000 0.0087 0.4343 Normal Soln
L33 7.1420 7.1420 29.3888 0.0000 0.0020 0.0431 Normal Soln
L34 7.2462 7.2462 50.0000 0.0000 0.0092 0.1869 Normal Soln
L35 9.6617 9.6617 30.5819 0.0000 0.0219 0.0331 Normal Soln
L36 6.2913 6.2913 12.4610 0.0000 0.0192 0.0085 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 8.9405 8.9405 46.2340 0.0000 0.0135 0.0194 Normal Soln
L38 4.8412 4.8412 17.3137 0.0000 0.0304 0.4742 Normal Soln
L39 3.3594 3.3594 13.8553 0.0000 -0.0287 0.0438 Normal Soln
L41 18.4612 18.4612 50.0000 0.0000 0.0261 0.3966 Normal Soln
4243 22.1687 22.1687 50.0000 0.0000 0.0207 0.1747 Normal Soln
4344 18.8315 18.8315 50.0000 0.0000 0.0197 0.1562 Normal Soln
6869 6.2767 6.2767 41.3328 0.0000 0.0101 0.2503 Normal Soln
4445 11.4581 11.4581 50.0000 0.0000 0.0243 0.1164 Normal Soln
4546 8.4996 8.4996 23.9115 0.0000 0.0274 0.1068 Normal Soln
4647 5.9739 5.9739 20.3761 0.0000 0.0264 0.5161 Normal Soln
4754 10.6381 10.6381 36.6790 0.0000 -0.0377 0.1453 Normal Soln
4849 5.9080 5.9080 16.0264 0.0000 0.0040 0.0235 Normal Soln
4950 3.0310 3.0310 12.2762 0.0000 0.0036 0.0184 Normal Soln
5051 9.1459 9.1459 25.0424 0.0000 0.0052 0.0342 Normal Soln
5152 2.7801 2.7801 8.9625 0.0000 0.0055 0.0317 Normal Soln
5253 8.0639 8.0639 18.7393 0.0000 -0.0198 0.0422 Normal Soln
5354 10.1626 10.1626 50.0000 0.0000 -0.0204 0.0343 Normal Soln
5462 3.5362 3.5362 44.0328 0.0000 0.0363 0.1070 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 11.4052 11.4052 30.8534 0.0000 0.0020 0.0264 Normal Soln
5960 11.6871 11.6871 28.9658 0.0000 0.0020 0.0247 Normal Soln
6061 11.6013 11.6013 50.0000 0.0000 0.0019 0.0124 Normal Soln
6162 11.7748 11.7748 23.4518 0.0000 0.0033 0.0110 Normal Soln
6465 10.7340 10.7340 35.1929 0.0000 0.0307 0.1271 Normal Soln
6566 10.8696 10.8696 50.0000 0.0000 0.0255 0.1987 Normal Soln
6667 15.0062 15.0062 50.0000 0.0000 -0.0210 0.2339 Normal Soln
L595 1.6614 1.6614 43.0705 0.0000 0.0499 0.2386 Normal Soln
5556ova 8.9835 8.9835 15.0586 0.0000 0.0017 0.0246 Normal Soln
5556unda 3.1333 3.1333 8.3513 0.0000 0.0068 1.8460 Normal Soln
5663ova 49.4349 49.4349 50.0000 0.0000 0.0015 0.0485 Normal Soln
5663und 15.2554 15.2554 38.8119 0.0000 0.0022 2.2808 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0007 0.0003 Normal Soln
6364und 14.8412 14.8412 28.2152 0.0000 0.0474 14.1360 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.3099 1.3099 3.1436 43.9167 0.0055 1.5935 Normal Soln
6768ova 5.8221 5.8221 13.7578 0.0000 0.0035 0.1413 Normal Soln
6768und 1.4996 1.4996 4.2100 79.5000 0.0042 1.3380 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L12
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.08 / 87.76/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.12 / 88.75/ N65/ 0.14 / 88.22/
N66/ 0.22 / 88.00/ N67/ 0.38 / 87.99/ N68/ 0.10 / 87.94/
D1/ 0.03 / 88.78/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02*/
6566/ 0.02*/ 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.04 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.24 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.14 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.34 /
6566/ 0.17 / 6667/ 0.04 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.30 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.36 / 6768ova/ 0.00 /
6768und/ 0.52 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.14 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.77 / L8/ 16.94 / L9/ 2.01 /
L10/ 5.87 / L11/ 10.46 / L12/ 12.64 /
L13/ 13.25 / L14/ 0.48 / L15/ 4.25 /
L24/ 0.95 / L25/ 1.26 / L26/ 0.95 /
L27/ 1.41 / L28/ 0.20 / L29/ 0.46 /
L30/ 2.34 / L31/ 2.09 / L32/ 0.84 /
L33/ 0.07 / L34/ 4.20 / L35/ 0.72 /
L36/ 0.47 / W2637/ 0.00 / L37/ 1.68 /
L38/ 2.23 / L39/ 2.36 / L41/ 1.98 /
4243/ 1.43 / 4344/ 1.40 / 6869/ 2.42 /
4445/ 2.45 / 4546/ 0.72 / 4647/ 2.30 /
4754/ 1.43 / 4849/ 0.24 / 4950/ 0.52 /
5051/ 0.27 / 5152/ 0.53 / 5253/ 0.21 /
5354/ 1.32 / 5462/ 2.70 / 5657/ 0.00 /
5758/ 0.25 / 5859/ 0.08 / 5960/ 0.09 /
6061/ 0.42 / 6162/ 0.04 / 6465/ 0.89 /
6566/ 1.33 / 6667/ 4.17 / L595/ 3.52 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.05 /
5663und/ 0.15 / 6364ova/ 0.02 / 6364und/ 0.28 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.09 /
6768und/ 0.51 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.09 / N45/ 0.13 /
N69/ 0.08 / N46/ 0.14 / N47/ 0.13 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.13 / N65/ 0.15 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.24 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.25 / N65/ 10.78 /
N66/ 11.00 / N67/ 11.01 / N68/ 11.06 /
D1/ 21.22 /
Junction/ Max Volume
N1/ 0.64 / N2/ 0.50 / N3/ 0.57 /
N4/ 0.77 / N5/ 0.73 / N6/ 0.65 /
N7/ 1.19 / N8/ 1.72 / N9/ 2.15 /
N10/ 1.83 / N11/ 0.88 / N12/ 1.48 /
N13/ 2.08 / N14/ 2.63 / N15/ 0.35 /
N24/ 0.55 / N25/ 0.49 / N26/ 0.81 /
N27/ 0.46 / N28/ 0.24 / N29/ 0.31 /
N30/ 0.31 / N31/ 0.56 / N32/ 0.87 /
N33/ 0.32 / N34/ 0.79 / N35/ 0.83 /
N36/ 0.59 / N37/ 0.74 / N38/ 1.03 /
N39/ 0.98 / N41/ 0.96 / N42/ 0.97 /
N43/ 0.95 / N44/ 0.76 / N45/ 0.97 /
N69/ 1.33 / N46/ 1.12 / N47/ 1.10 /
N48/ 0.30 / N49/ 0.27 / N50/ 0.33 /
N51/ 0.33 / N52/ 0.47 / N53/ 0.87 /
N54/ 1.22 / N55/ 1.03 / N56/ 1.11 /
N57/ 0.00 / N58/ 0.11 / N59/ 0.14 /
N60/ 0.09 / N61/ 0.38 / N62/ 1.48 /
N63/ 1.26 / N64/ 0.98 / N65/ 1.50 /
N66/ 1.78 / N67/ 1.95 / N68/ 1.33 /
D1/ 1.65 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.35 / L9/ 0.03 /
L10/ 2.61 / L11/ 5.03 / L12/ 9.62 /
L13/ 11.81 / L14/ 0.03 / L15/ 0.31 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.27 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.24 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.22 /
4445/ 0.17 / 4546/ 0.05 / 4647/ 0.18 /
4754/ 0.09 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.11 / 5462/ 0.20 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.07 /
6566/ 0.13 / 6667/ 0.66 / L595/ 0.26 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.09 /
L4/ 1.35 / L5/ 5.65 / L6/ 18.87 /
L7/ 69.60 / L8/ 143.49 / L9/ 0.30 /
L10/ 26.11 / L11/ 82.96 / L12/ 158.80 /
L13/ 206.69 / L14/ 0.28 / L15/ 4.07 /
L24/ 0.77 / L25/ 1.00 / L26/ 0.85 /
L27/ 2.16 / L28/ 1.85 / L29/ 5.25 /
L30/ 26.47 / L31/ 11.47 / L32/ 1.12 /
L33/ 0.01 / L34/ 4.71 / L35/ 1.11 /
L36/ 0.58 / W2637/ 0.00 / L37/ 4.00 /
L38/ 3.32 / L39/ 3.63 / L41/ 7.18 /
4243/ 5.34 / 4344/ 4.09 / 6869/ 4.49 /
4445/ 5.49 / 4546/ 1.33 / 4647/ 3.58 /
4754/ 2.89 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.20 / 5152/ 0.20 / 5253/ 0.17 /
5354/ 3.22 / 5462/ 2.42 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.14 / 6162/ 0.05 / 6465/ 2.11 /
6566/ 4.54 / 6667/ 33.16 / L595/ 1.58 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 1.76 /
6264ova/ 0.00 / 6264und/ 0.54 / 6768ova/ 0.00 /
6768und/ 0.42 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.09 / 6667/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.94/ 87.76/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.94 6465/ 88.75/ 88.22/
6566/ 88.22/ 88.00 6667/ 88.00/ 87.99 L595/ 88.94/ 88.78/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.75/ 88.75 6364und/ 95.75/ 88.75/
6264ova/ 88.75/ 88.75 6264und/ 88.78/ 88.75 6768ova/ 87.94/ 87.94/
6768und/ 87.99/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 16174
Total number of time steps during simulation.... 10201
Ratio of actual # of time steps / NTCYC......... 2.361
Average number of iterations per time step...... 1.586
Average time step size(seconds)................ 2.117
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.027
Average minimum implicit time step (sec)........ 2.808
Average minimum junction time step (sec)........ 2.808
Average Courant Factor Tf....................... 2.808
Number of times omega reduced................... 244
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.11 11296 1 7 0 0 0
N2 0 1.12 11419 1 10 1 0 0
N3 0 1.10 11238 0 8 0 0 0
N4 0 1.13 11523 0 6 0 0 0
N5 0 1.24 12658 0 12 1 0 0
N6 0 1.53 15614 0 11 1 0 0
N7 0 2.33 23732 0 13 9 0 0
N8 0 3.07 31319 122 15 58 0 0
N9 0 2.47 25214 0 14 28 0 0
N10 0 1.10 11228 0 7 0 0 0
N11 0 1.71 17439 0 31 1 1 0
N12 0 2.51 25600 0 17 1 0 0
N13 0 2.90 29565 0 8 0 0 0
N14 0 2.32 23713 5 10 1 0 0
N15 0 1.10 11191 0 7 0 0 0
N24 0 1.11 11317 1 14 1 0 0
N25 0 1.10 11253 0 6 0 0 0
N26 0 1.17 11986 0 10 1 0 0
N27 0 1.13 11553 0 6 0 0 0
N28 0 1.07 10937 0 5 0 0 0
N29 0 1.11 11277 0 13 1 0 0
N30 0 1.15 11741 0 14 1 0 0
N31 0 1.10 11202 0 15 2 0 0
N32 0 1.12 11404 0 7 0 0 0
N33 0 1.10 11222 0 7 0 0 0
N34 0 1.18 12045 0 6 0 0 0
N35 0 1.23 12583 0 6 0 0 0
N36 0 1.13 11547 0 6 0 0 0
N37 0 1.16 11838 0 7 0 0 0
N38 0 1.22 12414 0 19 1 0 0
N39 0 1.16 11847 0 9 0 0 0
N41 0 1.20 12260 0 9 0 0 0
N42 0 1.18 12075 3 18 1 0 0
N43 0 1.20 12251 0 6 0 0 0
N44 0 1.18 11994 0 6 0 0 0
N45 0 1.17 11933 0 6 0 0 0
N69 0 1.27 12985 5 8 0 0 0
N46 0 1.18 12006 0 6 0 0 0
N47 0 1.17 11950 0 6 0 0 0
N48 0 1.09 11158 0 6 0 0 0
N49 0 1.13 11568 0 7 0 0 0
N50 0 1.13 11506 0 6 0 0 0
N51 0 1.22 12395 0 6 0 0 0
N52 0 1.25 12750 0 11 1 0 0
N53 0 1.62 16569 0 6 0 0 0
N54 0 1.74 17800 0 10 1 0 0
N55 0 1.10 11203 0 7 0 0 0
N56 0 1.16 11827 0 8 0 0 0
N57 0 1.00 10201 0 1 0 0 0
N58 0 1.06 10792 0 6 0 0 0
N59 0 1.09 11147 0 7 0 0 0
N60 0 1.10 11212 0 6 0 0 0
N61 0 1.08 11068 0 5 0 0 0
N62 0 2.12 21638 0 7 0 0 0
N63 0 1.36 13883 44 31 87 5 0
N64 0 1.27 12908 0 25 35 1 0
N65 0 1.16 11877 0 6 0 0 0
N66 0 1.24 12664 0 6 0 0 0
N67 0 1.38 14085 0 7 0 0 0
N68 0 1.24 12654 0 6 0 0 0
D1 0 1.86 18993 62 8 0 0 0
Total number of iterations for all junctions.. 846267
Minimum number of possible iterations......... 622261
Efficiency of the simulation.................. 1.36
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 103.4687 0 25 0.0000 6.5313 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2103 0 25 0.0000 7.7897 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.9531 0 25 0.0000 9.0469 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.2324 0 25 0.0000 9.7676 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.7690 0 25 0.0000 10.2310 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5116 0 26 0.0000 10.4884 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5178 0 26 0.0000 10.4822 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5185 0 26 0.0000 10.4815 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5186 0 26 0.0000 10.4814 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8302 0 26 0.0000 11.1698 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5800 0 25 0.0000 12.4200 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5804 0 25 0.0000 12.4196 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5805 0 25 0.0000 12.4195 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5808 0 25 0.0000 12.4192 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8067 0 25 0.0000 15.1933 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5843 0 26 0.0000 15.4157 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0793 0 26 0.0000 15.9207 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.6613 0 26 0.0000 16.3387 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.1985 0 26 0.0000 16.8015 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7428 0 27 0.0000 9.2572 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8124 0 27 0.0000 6.1876 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.8106 0 31 0.0000 4.1894 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.0577 0 30 0.0000 11.9423 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.6736 0 32 0.0000 14.3264 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8270 0 25 0.0000 12.1730 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.8565 0 32 0.0000 15.1435 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7974 0 32 0.0000 15.2026 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5705 0 32 0.0000 16.4295 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.0511 0 29 0.0000 16.9489 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.0317 0 28 0.0000 16.9683 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.9631 0 29 0.0000 17.0369 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.8352 0 29 0.0000 17.1648 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.4533 0 30 0.0000 17.5467 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.5975 0 33 0.0000 18.4025 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.7577 0 34 0.0000 19.2423 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6672 0 34 0.0000 19.3328 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.0075 0 50 0.0000 20.9925 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.4629 0 42 0.0000 19.5371 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.4189 0 43 0.0000 9.5811 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8753 0 25 0.0000 8.1247 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6812 0 25 0.0000 8.3188 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6598 0 25 0.0000 8.3402 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.4010 0 43 0.0000 8.5990 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3992 0 43 0.0000 8.6008 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.3978 0 43 0.0000 8.6022 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.3975 0 43 0.0000 8.6025 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9519 0 25 0.0000 10.0481 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5120 0 26 0.0000 10.4880 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5465 0 25 0.0000 6.4535 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7448 0 25 0.0000 7.2552 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2526 0 25 0.0000 7.7474 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8774 0 26 0.0000 8.1226 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.3965 0 43 0.0000 8.6035 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0125 0 26 0.0000 1.9875 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6103 0 49 0.0000 9.3897 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.5761 0 50 0.0000 9.4239 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.5628 0 50 0.0000 9.4372 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.5555 0 50 0.0000 9.4445 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.1677 0 50 0.0000 9.8323 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.3963 0 43 0.0000 19.6037 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 0.6622 0 24 0.9181 0 24 0.0278 103.4684 102.2103 .3192 .2502
L2 31.3792 2.1255 2000.000 0.6562 0 25 0.7816 0 25 0.0209 102.2103 100.9531 .2502 .2866
L3 21.1637 1.3610 2000.000 0.6507 0 25 0.4906 0 25 0.0307 100.9531 100.2324 .2865 .3862
L4 14.8201 1.0611 2000.000 1.2625 0 25 0.5759 0 25 0.0852 100.2324 99.7690 .3862 .3645
L5 14.1212 0.8828 2000.000 1.2549 0 25 0.5560 0 25 0.0889 99.7690 99.5115 .3645 .3258
L6 107.6004 6.2312 2000.000 1.2539 0 25 0.3576 0 25 0.0117 99.5116 99.5178 .3258 .5939
L7 212.9831 7.4760 2500.000 1.2499 0 26 0.1271 0 25 0.0059 99.5177 99.5185 .4751 .6874
L8 226.7844 7.2108 2500.000 1.4122 0 25 0.0736 0 25 0.0062 99.5185 99.5186 .6874 .8594
L9 5.4768 0.2939 750.0000 1.3917 0 26 0.3753 0 26 0.2541 99.5186 99.3687 .3981 .2116
L10 230.8083 6.4945 2000.000 1.3916 0 26 0.2724 0 26 0.0060 98.8302 97.5800 .0651 .4400
L11 134.5580 5.4462 2000.000 1.3977 0 26 0.1600 0 26 0.0104 97.5800 97.5805 .4400 .7402
L12 167.9513 6.1281 2500.000 1.4033 0 26 0.1014 0 26 0.0084 97.5804 97.5805 .5922 .8322
L13 106.1819 4.1038 2750.000 1.9555 0 25 0.1186 0 25 0.0184 97.5805 97.5808 .7565 .9567
L14 3.7006 0.2681 800.0000 1.9556 0 25 0.5595 0 25 0.5284 97.5808 97.5211 .5510 .4889
L15 41.4767 1.7787 1500.000 1.9531 0 26 0.4744 0 25 0.0471 94.8067 94.5843 .2311 .3695
L24 46.8109 1.7908 2000.000 1.9366 0 26 0.6419 0 26 0.0414 94.5843 94.0793 .2771 .2446
L25 97.5504 2.8635 2500.000 2.5269 0 26 0.5755 0 25 0.0259 94.0793 93.6613 .1957 .3245
L26 39.8090 1.2386 3000.000 2.5199 0 26 0.8926 0 26 0.0633 93.6613 93.1985 .2704 .1528
L27 416.5903 6.9969 3500.000 2.5187 0 26 0.7569 0 25 0.0060 93.1985 93.0317 .1310 .2948
L28 142.9406 2.4129 2000.000 0.5573 0 27 0.6059 0 35 0.0039 120.7428 113.8124 .1214 .1562
L29 111.2914 2.2238 2000.000 1.1224 0 29 0.8594 0 29 0.0101 113.8124 105.8106 .1562 .1553
L30 121.4510 2.4983 2000.000 1.4493 0 31 0.6228 0 32 0.0119 105.8106 98.0577 .1553 .2788
L31 81.3908 1.8198 2000.000 2.1504 0 30 0.5337 0 25 0.0264 98.0577 95.6736 .2788 .4368
L32 10.6189 1.0497 1500.000 2.2938 0 32 0.8469 0 32 0.2160 95.6736 94.8565 .5824 .5244
L33 13.2107 0.8025 900.0000 0.2610 0 24 0.3445 0 24 0.0198 97.8270 97.2851 .3522 .1835
L34 27.1462 0.7567 2000.000 2.4375 0 31 0.2794 0 31 0.0898 94.8565 94.7974 .3933 .4137
L35 151.1332 2.3985 2800.000 2.4357 0 32 0.7030 0 32 0.0161 94.7974 93.5705 .2955 .2109
L36 604.2278 7.2058 3400.000 2.5553 0 32 1.4445 0 20 0.0042 93.5705 93.0511 .1737 .2180
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 93.0511 93.0511 .0000 .0000
L37 268.7941 4.1638 3600.000 2.5873 0 32 0.5083 0 38 0.0096 93.0511 93.0317 .2059 .2866
L38 20.3679 0.8611 2000.000 4.8153 0 28 0.8087 0 26 0.2364 93.0317 92.9631 .5159 .4916
L39 220.6626 2.1612 4000.000 -4.8010 0 28 -0.7217 0 27 -0.0218 92.9631 92.8352 .1958 .2138
L41 24.3580 0.8853 2000.000 4.7776 0 29 0.5582 0 29 0.1961 92.8352 92.4533 .4776 .4867
4243 57.3946 1.4914 2000.000 5.0192 0 31 0.6869 0 29 0.0874 92.4533 91.5975 .4867 .4737
4344 63.4676 1.7564 2000.000 4.9645 0 33 0.7746 0 32 0.0782 91.5975 90.7577 .4737 .3788
6869 43.1813 0.6276 2800.000 5.4047 0 50 0.4839 0 50 0.1252 89.1677 89.0075 .4742 .4741
4445 86.8567 1.9041 2500.000 5.0607 0 34 0.5292 0 34 0.0583 90.7577 90.6672 .3031 .3869
4546 96.3889 3.0307 2500.000 5.1507 0 34 1.0494 0 22 0.0534 90.6672 90.4629 .3869 .4491
4647 19.5453 0.7456 2500.000 5.0452 0 34 0.9816 0 30 0.2581 90.4629 90.4189 .4491 .4396
4754 69.8137 1.6227 2500.000 4.9172 0 34 0.8452 0 28 0.0704 90.4189 90.3975 .4396 .4870
4849 68.7768 2.2981 2000.000 0.8054 0 25 0.7489 0 25 0.0117 90.8753 90.6812 .1476 .1356
4950 88.3261 2.2234 2360.000 0.8052 0 25 0.4888 0 25 0.0091 90.6812 90.6598 .1149 .1398
5051 69.6722 2.5632 2000.000 1.1442 0 25 0.7587 0 25 0.0164 90.6598 90.4010 .1649 .1655
5152 86.0599 3.2001 2000.000 1.1392 0 25 0.6700 0 28 0.0132 90.4010 90.3992 .1655 .2346
5253 70.2593 2.7867 2000.000 1.2589 0 26 1.0673 0 25 0.0179 90.3992 90.3978 .2346 .4339
5354 215.9379 3.0206 2500.000 1.1945 0 25 0.3631 0 16 0.0055 90.3978 90.3975 .3471 .4550
5462 217.9611 2.6925 2500.000 5.0413 0 40 0.2725 2 25 0.0231 90.3975 90.3965 .4550 .5906
5657 69.9273 5.9238 Section 4
400.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 99.2300 .0000 .0000
5758 51.4571 6.0705 500.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 92.5465 .0000 .0000
5859 18.9395 2.2745 1000.000 0.2493 0 25 0.5834 0 25 0.0132 92.5465 91.7448 .1065 .1448
5960 27.1929 2.5298 1000.000 0.3297 0 25 0.5869 0 25 0.0121 91.7448 91.2526 .1448 .0926
6061 52.8129 3.1658 1000.000 0.3269 0 25 0.2624 0 0 0.0062 91.2526 90.8774 .0926 .3774
6162 84.2671 4.7255 2000.000 0.4337 0 25 1.2792 0 16 0.0051 90.8774 90.3965 .1887 .7382
6465 90.4168 2.4565 2400.000 5.6010 0 40 0.9093 0 15 0.0619 89.6103 89.5761 .4085 .6234
6566 57.6108 1.7304 2400.000 5.3539 0 45 0.6733 0 18 0.0929 89.5761 89.5628 .6234 .7428
6667 54.3218 0.8545 2400.000 5.4398 0 48 0.2547 0 12 0.1001 89.5628 89.5555 .7428 .8106
L595 217.9611 2.6925 2500.000 5.1635 0 41 0.1915 0 0 0.0237 90.3965 90.3963 .5906 .6585
5556ova 8.0165 3.7039 500.0000 0.0984 0 25 1.0635 0 25 0.0123 99.9519 99.5120 .2038 .2240
5556unda 0.2730 2.4721 375.0000 0.2141 0 25 1.9180 0 25 0.7842 99.9519 99.5120 2.751 2.778
5663ova 7.0634 3.0050 500.0000 0.1713 0 26 0.9366 0 26 0.0242 99.5120 98.1112 .2240 .2224
5663und 0.2114 1.9145 375.0000 0.2330 0 26 2.1385 0 26 1.1022 99.5120 97.3413 2.965 .9102
6364ova 109.2892 6.1392 1800.000 0.0146 0 26 0.1951 0 26 0.0001 97.0125 89.9017 .0069 .0009
6364und 0.6735 4.2350 450.0000 0.6248 0 25 3.8986 0 28 0.9276 97.0125 89.6103 2.805 2.178
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.6103 89.6103 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.5645 0 42 2.8632 0 41 0.7928 90.3963 89.6103 1.510 .8994
6768ova 22.4678 1.2234 600.0000 1.5879 0 50 0.7269 0 50 0.0707 89.5555 89.4972 .2591 .1953
6768und 3.2349 3.4667 1090.000 2.0330 0 40 2.1381 0 40 0.6285 89.5555 89.1677 1.463 1.218
FREE # 1 Undefnd Undefnd Undefn 5.4047 0 50
*==================================================*
| 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 0.2500 0.7303 0.5131
L2 0.0000 360.0000 0.0000 0.0000 0.2520 0.8416 0.4184
L3 0.0000 360.0000 0.0000 0.0000 0.3136 1.3277 0.3298
L4 0.0000 360.0000 0.0000 0.0000 0.3647 2.1946 0.4316
L5 0.0000 360.0000 0.0000 0.0000 0.3824 2.2577 0.3835
L6 0.0000 360.0000 0.0000 0.0000 0.4171 3.5165 0.3283
L7 0.0000 360.0000 0.0000 0.0000 0.7060 9.8382 0.1846
L8 0.0000 360.0000 0.0000 0.0000 0.9697 19.2056 0.1422
L9 0.0000 0.0000 0.0000 360.0000 0.1393 3.7086 0.0858
L10 0.0000 360.0000 0.0000 0.0000 0.3503 5.1112 0.1374
L11 0.0000 360.0000 0.0000 0.0000 0.5745 8.7502 0.1886
L12 0.0000 360.0000 0.0000 0.0000 0.8653 13.8416 0.1805
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.4957 0.2792
L14 0.0000 0.0000 0.0000 360.0000 0.2194 3.4956 0.2327
L15 0.0000 360.0000 0.0000 0.0000 0.3224 4.1239 0.2132
L24 0.0000 360.0000 0.0000 0.0000 0.2616 3.0177 0.3348
L25 0.0000 360.0000 0.0000 0.0000 0.3940 4.4024 0.3733
L26 0.0000 360.0000 0.0000 0.0000 0.3978 2.8230 0.5666
L27 0.0000 360.0000 0.0000 0.0000 0.3778 3.4317 0.5508
L28 0.0000 360.0000 0.0000 0.0000 0.1924 0.9318 0.1660
L29 0.0000 360.0000 0.0000 0.0000 0.2351 1.3066 0.2637
L30 0.0000 360.0000 0.0000 0.0000 0.3259 2.3304 0.2699
L31 0.0000 360.0000 0.0000 0.0000 0.3234 4.2762 0.3641
L32 0.0000 360.0000 0.0000 0.0000 0.4008 2.7086 0.7029
L33 0.0000 0.0000 0.0000 360.0000 0.1051 0.7673 0.0820
L34 0.0000 360.0000 0.0000 0.0000 0.4610 8.7273 0.2254
L35 0.0000 360.0000 0.0000 0.0000 0.2429 3.4646 0.4984
L36 0.0000 360.0000 0.0000 0.0000 0.2019 2.7245 0.6998
W2637 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0000 360.0000 0.0000 0.0000 0.4556 5.4155 0.4328
L38 0.0000 360.0000 0.0000 0.0000 0.4396 6.0247 0.8071
L39 0.0000 115.1250 244.8750 0.0000 0.5025 6.7148 0.5865
L41 0.0000 360.0000 0.0000 0.0000 0.5657 8.5834 0.5366
4243 0.0000 360.0000 0.0000 0.0000 0.4138 7.3434 0.6546
4344 1.2917 358.7083 0.0000 0.0000 0.3525 6.4115 0.6599
6869 11.7500 348.2500 0.0000 0.0000 0.7303 11.1697 0.6424
4445 0.2083 359.7917 0.0000 0.0000 0.5525 9.5643 0.4563
4546 0.2083 359.7917 0.0000 0.0000 0.4152 5.8308 0.9471
4647 1.2083 358.7917 0.0000 0.0000 0.6323 6.5588 0.9099
4754 0.2083 359.7917 0.0000 0.0000 0.6207 10.7126 0.6421
4849 0.2083 359.7917 0.0000 0.0000 0.1646 1.0758 0.2120
4950 0.8750 359.1250 0.0000 0.0000 0.2229 1.6475 0.1469
5051 0.2083 359.7917 0.0000 0.0000 0.1755 1.5085 0.2396
5152 1.1250 358.8750 0.0000 0.0000 0.2787 2.3574 0.2002
5253 0.2083 359.7917 0.0000 0.0000 0.3920 3.9057 0.3231
5354 1.0417 354.6667 0.0000 4.2917 0.8044 22.5889 0.0686
5462 5.3750 354.6250 0.0000 0.0000 1.0506 32.0990 0.2061
5657 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.2083 359.7917 0.0000 0.0000 0.0990 0.4275 0.0733
5960 0.2083 359.7917 0.0000 0.0000 0.0735 0.5618 0.0696
6061 0.9583 359.0417 0.0000 0.0000 0.1505 2.2412 0.0343
6162 0.2083 359.7917 0.0000 0.0000 0.3513 4.5809 0.4179
6465 0.2083 359.7917 0.0000 0.0000 0.5457 8.9831 0.8866
6566 1.3750 358.6250 0.0000 0.0000 0.8073 16.5686 0.6378
6667 0.2083 359.7917 0.0000 0.0000 1.0282 39.4515 0.2574
L595 0.9583 359.0417 0.0000 0.0000 1.2196 40.1855 0.2002
5556ova 345.2500 14.7500 0.0000 0.0000 0.0509 0.0934 0.1115
5556unda 0.2083 46.8958 0.0000 312.8958 0.1079 0.1136 1.9829
5663ova 336.8750 0.0000 0.0000 23.1250 0.0548 0.1829 0.1045
5663und 0.2083 0.0000 0.0000 359.7917 0.1116 0.1090 1.5540
6364ova 357.7667 0.0000 0.0000 2.2333 0.0075 0.0747 0.0014
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1636 4.0544
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 0.6667 359.3333 0.0000 0.0000 0.3294 0.9144 3.6851
6768ova 328.7917 0.0000 0.0000 31.2083 0.0990 2.1847 0.0991
6768und 11.6667 348.3333 0.0000 0.0000 0.3315 0.9576 2.9604
*===========================================*
| 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 0.0535 1155.7202 0.0009 1.0000 0.3090 0.0703 0.1090 12.7242
L2 0.0536 1157.7033 0.0009 1.0000 0.2629 0.0688 0.1285 12.7242
L3 0.0537 1159.2789 0.0010 1.0000 0.1660 0.0858 0.1999 12.7242
L4 0.1016 2194.1033 0.0017 1.0000 0.0870 0.1221 0.3895 12.7242
L5 0.1018 2199.3875 0.0021 1.0000 0.0439 0.2230 0.8695 12.7242
L6 0.1019 2200.6581 0.0039 1.0000 0.0202 0.3273 2.2468 2.9830
L7 0.1019 2200.0873 0.0059 1.0000 0.0049 0.6056 7.4167 2.9692
L8 0.1144 2470.6056 0.0088 1.0000 0.0023 0.8559 15.5566 2.9690
L9 0.1145 2473.4675 0.0018 1.0000 0.2352 0.0391 0.6510 6.3621
L10 0.1146 2475.2144 0.0017 1.0000 0.0454 0.2495 3.5131 6.5813
L11 0.1141 2464.9155 0.0046 1.0000 0.0070 0.4861 6.5455 2.9740
L12 0.1131 2441.9053 0.0050 1.0000 0.0033 0.7767 11.3793 2.9717
L13 0.1553 3353.8389 0.0071 1.0000 0.0032 0.8549 13.7372 2.9744
L14 0.1546 3340.3304 0.0026 1.0000 0.2332 0.1053 0.6283 6.3621
L15 0.1549 3346.7663 0.0018 1.0000 0.1033 0.1046 1.0429 8.5085
L24 0.1551 3350.6559 0.0023 1.0000 0.2258 0.0721 0.4982 8.4828
L25 0.2039 4405.1519 0.0028 1.0000 0.1696 0.1031 0.7841 8.5022
L26 0.2046 4420.2648 0.0031 1.0000 0.2449 0.1111 0.5371 8.4828
L27 0.2050 4428.8538 0.0026 1.0000 0.1412 0.1366 0.8183 4.2414
L28 0.0620 1340.2026 0.0008 1.0000 0.3591 0.0507 0.1882 8.4828
L29 0.1164 2513.5915 0.0014 1.0000 0.3062 0.0664 0.3006 8.4828
L30 0.1963 4239.1279 0.0017 1.0000 0.2293 0.1248 0.7324 8.4828
L31 0.2777 5998.4197 0.0027 1.0000 0.1539 0.1448 1.0387 8.4828
L32 0.3013 6508.3080 0.0028 1.0000 0.2626 0.1620 0.6608 10.6035
L33 0.0175 377.6362 0.0004 1.0000 0.3556 0.0256 0.0880 12.7242
L34 0.3200 6912.1050 0.0028 1.0000 0.0596 0.1990 2.6897 10.6035
L35 0.3208 6929.1444 0.0029 1.0000 0.3143 0.1244 0.7759 10.6035
L36 0.3367 7273.5630 0.0030 1.0000 0.5919 0.0980 0.4525 3.8173
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1000
L37 0.3376 7292.9040 0.0032 1.0000 0.1659 0.1632 1.1968 3.8173
L38 0.5446 11762.729 0.0058 1.0000 0.1502 0.2002 1.3552 3.8173
L39 -0.5453 -11778.33 0.0055 1.0000 0.0000 0.1808 1.6954 8.4828
L41 0.5493 11864.000 0.0061 1.0000 0.1533 0.1926 1.9380 8.4828
4243 0.5845 12624.292 0.0061 0.9991 0.2296 0.1641 1.4795 5.0560
4344 0.5887 12715.244 0.0058 0.9966 0.2762 0.1500 1.3154 0.0721
6869 0.9114 19685.717 0.0089 0.9722 0.1221 0.3129 3.2934 0.1485
4445 0.6053 13073.858 0.0056 0.9993 0.1393 0.1872 2.5342 4.8019
4546 0.6188 13365.360 0.0062 0.9992 0.3495 0.1691 1.1642 3.2978
4647 0.6201 13393.381 0.0055 0.9968 0.1530 0.2322 1.6328 0.0501
4754 0.6308 13625.571 0.0054 0.9992 0.2898 0.1809 1.9409 3.2977
4849 0.0718 1550.3146 0.0011 0.9993 0.3715 0.0415 0.1873 3.4299
4950 0.0719 1553.4192 0.0011 0.9975 0.1631 0.0542 0.3585 0.9446
5051 0.0971 2096.5128 0.0015 0.9993 0.4324 0.0437 0.2647 3.4299
5152 0.0971 2097.9051 0.0019 0.9971 0.1835 0.0704 0.4667 0.0504
5253 0.1049 2265.2706 0.0019 0.9993 0.5922 0.0762 0.5622 3.4299
5354 0.1055 2279.4116 0.0042 0.9973 0.0782 0.1557 3.9168 0.0507
5462 0.7376 15932.062 0.0111 0.9872 0.2223 0.2407 6.5872 0.0803
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0072 0.1113 0.0350
5859 0.0181 390.0753 0.0004 0.9993 0.3385 0.0186 0.0696 4.1159
5960 0.0235 506.5780 0.0005 0.9993 0.3906 0.0145 0.0788 3.4299
6061 0.0236 509.1118 0.0005 0.9974 0.0848 0.0338 0.4091 0.9444
6162 0.0330 711.8811 0.0006 0.9992 0.2165 0.0849 0.6910 3.2977
6465 0.8554 18476.463 0.0068 0.9993 0.2969 0.2134 2.1726 3.4299
6566 0.8558 18485.924 0.0071 0.9963 0.1516 0.2993 4.0750 0.0600
6667 0.9093 19641.039 0.0060 0.9993 0.0447 0.3967 10.7699 5.4879
L595 0.7705 16643.225 0.0272 0.9974 0.1185 0.3290 9.4124 1.5111
5556ova 0.0016 35.3684 0.0001 0.0607 0.0424 0.0025 0.0035 0.0203
5556unda 0.0234 506.4284 0.0004 0.9992 1.4589 0.0321 0.0207 0.9234
5663ova 0.0045 98.0974 0.0002 0.0919 0.0767 0.0033 0.0083 0.0202
5663und 0.0296 640.1598 0.0004 0.9990 1.2120 0.0377 0.0240 0.8445
6364ova 0.0001 1.3565 0.0000 0.0079 0.0126 0.0001 0.0005 0.0500
6364und 0.0518 1119.8715 0.0030 0.9993 0.8321 0.0624 0.0556 0.9604
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.7704 16641.349 0.0033 0.9979 0.5705 0.1687 0.3328 0.9234
6768ova 0.0760 1640.5781 0.0011 0.1468 0.0964 0.0101 0.2010 0.0200
6768und 0.8349 18034.122 0.0026 0.9723 0.5931 0.1669 0.3862 0.0140
FREE # 1 0.9115 19687.374
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 0.6550 0.0000 1.2205 0.4494 0.5844 103.4673 102.2084 Max Flow
L2 0.6494 0.0000 0.9542 0.3973 0.4974 102.2085 100.9483 Max Flow
L3 0.6358 0.0000 0.4000 0.3929 0.5679 100.9484 100.2290 Max Flow
L4 1.2435 0.0000 0.4601 0.4600 0.7586 100.2292 99.7608 Max Flow
L5 1.2176 0.0000 0.2461 0.3746 0.7350 99.7610 99.5070 Max Flow
L6 1.2111 0.0000 0.0057 0.4545 0.3936 99.5070 99.5124 Max Flow
L7 1.1940 0.0000 0.0003 0.4178 0.3520 99.5125 99.5128 Max Flow
L8 1.3633 0.0000 0.0001 0.4219 0.3657 99.5129 99.5129 Max Flow
L9 1.3107 0.0000 0.1349 0.1561 0.3952 99.5130 99.3661 Max Flow
L10 1.3053 0.0000 0.0172 0.1423 0.1210 98.8254 97.5797 Max Flow
L11 1.3026 0.0000 0.0011 0.3864 0.3565 97.5797 97.5801 Max Flow
L12 1.2924 0.0000 0.0002 0.4408 0.4037 97.5801 97.5802 Max Flow
L13 1.9074 0.0000 0.0004 0.6302 0.5864 97.5802 97.5802 Max Flow
L14 1.8943 0.0000 0.0503 0.3908 0.4935 97.5802 97.5208 Max Flow
L15 1.8749 0.0000 0.1668 0.2028 0.3381 94.7991 94.5705 Max Flow
L24 1.8080 0.0000 0.4871 0.3648 0.5210 94.5708 94.0700 Max Flow
L25 2.4145 0.0000 0.2067 0.3654 0.4783 94.0702 93.6373 Max Flow
L26 2.3306 0.0000 0.4016 0.4292 0.8576 93.6377 93.1821 Max Flow
L27 2.3026 0.0000 0.0796 0.4599 0.4396 93.1823 92.9644 Max Flow
L28 0.5429 0.0000 4.3860 0.1675 0.2396 120.7397 113.8057 Max Flow
L29 1.1143 0.0000 7.9977 0.2156 0.3061 113.8058 105.8089 Max Flow
L30 1.4348 0.0000 2.5509 0.2193 0.3079 105.8088 98.0576 Max Flow
L31 2.1496 0.0000 1.0417 0.3931 0.5574 98.0576 95.6693 Max Flow
L32 2.2657 0.0000 0.7947 0.5862 0.8452 95.6692 94.8541 Max Flow
L33 0.2589 0.0000 0.5272 0.1645 0.2757 97.8263 97.2845 Max Flow
L34 2.4180 0.0000 0.0598 0.3113 0.7197 94.8540 94.7948 Max Flow
L35 2.4109 0.0000 1.1165 0.6722 0.7744 94.7956 93.5681 Max Flow
L36 2.5278 0.0000 0.3411 0.5961 0.5917 93.5681 93.0249 Max Flow
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
L37 2.5634 0.0000 0.0380 0.4760 0.5762 93.0250 93.0008 Max Flow
L38 4.7509 0.0000 0.0617 0.6873 1.2053 93.0297 92.9618 Max Flow
L39 -0.0176 0.0000 -0.0086 0.0054 0.0171 92.1854 92.1939 Max Flow
L41 4.7752 0.0000 0.3845 0.5725 0.9549 92.8350 92.4516 Max Flow
4243 4.9526 0.0000 0.8628 0.6570 0.9570 92.4515 91.5777 Max Flow
4344 4.9183 0.0000 0.8033 0.6333 0.8922 91.5932 90.7567 Max Flow
6869 5.4010 0.0000 0.1602 0.5886 1.3271 89.1674 89.0071 Max Flow
4445 5.0485 0.0000 0.0999 0.4592 0.6769 90.7567 90.6664 Max Flow
4546 5.1461 0.0000 0.2846 0.8196 0.9754 90.6664 90.3980 Max Flow
4647 5.0445 0.0000 0.0788 0.6318 1.3843 90.3976 90.3120 Max Flow
4754 4.9131 0.0000 0.0547 0.5973 0.8665 90.3114 90.2636 Max Flow
4849 0.7970 0.0000 0.1862 0.2196 0.2866 90.8743 90.6795 Max Flow
4950 0.7889 0.0000 0.0260 0.1602 0.2208 90.6795 90.6584 Max Flow
5051 1.1217 0.0000 0.2792 0.2530 0.3194 90.6585 90.3678 Max Flow
5152 1.1016 0.0000 0.0272 0.1903 0.2305 90.3679 90.3516 Max Flow
5253 1.1968 0.0000 0.5970 0.2936 0.3425 90.3518 89.6832 Max Flow
5354 1.1565 0.0000 0.0411 0.0911 0.1473 89.6832 89.6216 Max Flow
5462 5.0070 0.0000 0.0019 0.2211 0.3159 90.3787 90.3779 Max Flow
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5859 0.2476 0.0000 0.4807 0.0894 0.1048 92.5461 91.7443 Max Flow
5960 0.3257 0.0000 0.4754 0.1030 0.1255 91.7443 91.2517 Max Flow
6061 0.3188 0.0000 0.0114 0.0821 0.0902 91.2517 90.8719 Max Flow
6162 0.4196 0.0000 0.2402 0.3764 0.3702 90.8720 89.6167 Max Flow
6465 5.5957 0.0000 0.1093 0.8346 0.9201 89.5520 89.4704 Max Flow
6566 5.3389 0.0000 0.0187 0.8463 1.0951 89.5569 89.5420 Max Flow
6667 5.4146 0.0000 0.0077 0.6570 1.1278 89.5627 89.5554 Max Flow
L595 5.1227 0.0000 0.0005 0.2237 0.3203 90.3778 90.3778 Max Flow
5556ova 0.0967 0.0000 0.3874 0.1219 0.1012 99.9513 99.5074 Max Flow
5556unda 0.2139 0.1739 0.2701 0.3321 0.2500 99.9513 99.5074 Max Flow
5663ova 0.1506 0.0000 1.3725 0.1165 0.1060 99.5074 98.1060 Max Flow
5663und 0.2327 0.6014 1.5668 0.3412 0.3750 99.5074 97.3412 Max Flow
6364ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6364und 0.6176 1.5224 5.8921 1.1935 0.3392 96.9435 89.4183 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.5523 0.7432 0.0703 0.8956 0.7302 90.3939 89.5978 Max Flow
6768ova 1.5854 0.0000 0.0461 0.1171 0.1709 89.5554 89.4971 Max Flow
6768und 2.0288 0.3881 0.0456 0.8040 0.6258 89.4407 89.0200 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 160.0000 200.0000 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 255.0000 0.0000 105.0000 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 260.0000 0.0000 100.0000 0.0000 0.0000 0.0000 0.0000 None
L14 50.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 310.0000 15.0000 0.0000 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 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 315.0000 45.0000 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 170.0000 190.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 10.0000 290.0000 40.0000 0.0000 0.0000 0.0000 20.0000 0.0000 None
W2637 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 350.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 80.0000 280.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5354 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 355.0000 5.0000 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 35.0000 325.0000 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 15.0000 335.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 335.0000 0.0000 0.0000 25.0000 0.0000 0.0000 None
5663ova 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 335.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 5.0000 125.0000 0.0000 0.0000 230.0000 0.0000 None
6768ova 10.0000 20.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 70.0000 125.0000 0.0000 25.0000 140.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.3333 1.3333 0.0000
L2 355.2500 355.2500 0.0000 0.0000
L3 358.6667 358.6667 0.0000 0.0000
L4 303.6250 303.6667 0.0000 0.0000
L5 0.0208 344.3333 0.0000 0.0000
L6 0.0000 351.4792 0.0000 0.0000
L7 0.0000 338.7500 0.0000 0.0000
L8 0.0000 342.8333 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.5833 0.0000 0.0000
L12 0.0000 344.5000 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 17.1250 17.1667 0.0000 0.0000
L25 357.3333 357.3333 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 117.1458 118.3125 0.0000 0.0000
L29 283.4167 283.4167 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 11.1181 11.1181 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.9167 349.2500 0.0000 0.0000
L35 9.2083 9.2500 0.0000 0.0000
L36 63.3681 63.3681 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 308.7708 359.0000 0.0000 0.0000
L38 0.0417 9.4167 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 9.1667 61.0556 0.0000 0.0000
4243 29.4583 29.4583 0.0417 0.0000
4344 0.0833 0.0833 0.0417 0.0000
6869 3.4792 5.3264 0.0000 0.0000
4445 295.1250 354.0417 0.0000 0.0000
4546 0.0000 0.0000 0.0000 0.0000
4647 0.0000 0.0000 0.0000 0.0000
4754 7.3125 45.5417 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
4950 263.3333 358.6667 0.0000 0.0000
5051 16.9167 16.9375 0.0000 0.0000
5152 311.4167 358.6250 0.0417 0.0000
5253 19.4028 44.3819 0.0000 0.0000
5354 295.6944 346.2500 0.0000 0.0000
5462 286.5556 351.5000 0.0417 0.0000
5657 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000
5859 358.5000 358.5417 0.0000 0.0000
5960 0.0000 0.0000 0.1250 0.0000
6061 358.3333 358.3333 0.0000 0.0000
6162 343.6667 343.6667 4.2917 0.0000
6465 313.9583 349.8750 0.0000 0.0000
6566 231.1250 358.5000 0.1250 0.0000
6667 0.1250 347.7500 0.0000 0.0000
L595 220.6250 354.5417 3.3750 0.0000
5556ova 339.2500 339.2500 3.2222 0.0000
5556unda 1.6875 35.9583 326.6250 0.0000
5663ova 0.1944 0.1944 0.0000 0.0000
5663und 0.0000 0.0000 327.0625 0.0000
6364ova 0.0000 0.0000 334.9833 0.0000
6364und 310.5000 310.5000 16.6250 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 3.8333 293.2500 0.1667 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 275.1389 0.9167 0.0000
*========================================================*
| Table E14 - Natural Channel Overbank Flow Information |
*========================================================*
<---- Maximum Velocity -----> <------ Maximum Flow -------> <------ Maximum Area ------> <--- Max. Storage Volume --->
Conduit Left Center Right Left Center Right Left Center Right Left Center Right Maximum
Name Velocity Velocity Velocity Flow Flow Flow Area Area Area Area Area Area Depth
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 0.0075 0.9121 0.0073 0.0000 0.6622 0.0000 0.0000 0.7260 0.0000 0.0000 7.6230 0.0000 0.5804
L2 0.0000 0.7836 0.0000 0.0000 0.6562 0.0000 0.0000 0.8374 0.0000 0.0000 9.2114 0.0000 0.5336
L3 0.0000 0.4917 0.0000 0.0000 0.6507 0.0000 0.0000 1.3233 0.0000 0.0000 21.1729 0.0000 0.6698
L4 0.0761 0.5776 0.0825 0.0001 1.2620 0.0003 0.0015 2.1850 0.0037 0.0243 34.9594 0.0586 0.7523
L5 0.0000 0.5570 0.0000 0.0000 1.2549 0.0000 0.0000 2.2529 0.0000 0.0000 22.5291 0.0000 0.6943
L6 0.0823 0.4111 0.1213 0.0314 1.1958 0.0267 0.3811 2.9089 0.2202 3.8873 29.6708 2.2460 0.9364
L7 0.0129 0.1305 0.0266 0.0012 1.2432 0.0055 0.0959 9.5256 0.2061 1.0068 100.0192 2.1646 1.4482
L8 0.0046 0.0738 0.0091 0.0002 1.4117 0.0004 0.0373 19.1247 0.0390 0.3726 191.2471 0.3895 1.9194
L9 0.2636 0.4765 0.4625 0.4636 0.8978 0.0302 1.7587 1.8841 0.0653 17.5874 18.8408 0.6532 0.2366
L10 0.1467 0.3170 0.1483 0.0791 1.1942 0.1182 0.5394 3.7670 0.7970 5.3942 37.6701 7.9705 0.5232
L11 0.0275 0.1811 0.0551 0.0172 1.3411 0.0395 0.6260 7.4036 0.7154 10.3287 122.1591 11.8043 1.1869
L12 0.0131 0.1072 0.0268 0.0063 1.3855 0.0114 0.4840 12.9248 0.4249 7.9868 213.2593 7.0117 1.7741
L13 0.0147 0.1323 0.0302 0.0154 1.9104 0.0298 1.0419 14.4427 0.9859 18.2340 252.7476 17.2537 2.3645
L14 0.0000 0.2412 0.4464 0.0000 0.0942 1.8614 0.0000 0.3904 4.1694 0.0000 3.9035 41.6939 0.4069
L15 0.2491 0.5831 0.2375 0.1827 1.6309 0.1394 0.7336 2.7969 0.5871 9.5374 36.3594 7.6325 0.4453
L24 0.0000 0.6440 0.0000 0.0000 1.9366 0.0000 0.0000 3.0072 0.0000 0.0000 60.1439 0.0000 0.5250
L25 0.2884 0.6303 0.1999 0.0941 2.3715 0.0613 0.3264 3.7623 0.3066 5.2218 60.1970 4.9052 0.6412
L26 0.0000 0.8961 0.0000 0.0000 2.5199 0.0000 0.0000 2.8119 0.0000 0.0000 42.1784 0.0000 0.6663
L27 0.0000 0.7532 0.0678 0.0000 2.5140 0.0047 0.0000 3.3376 0.0692 0.0000 48.3952 1.0030 0.7623
L28 0.0000 0.6032 0.0000 0.0000 0.5573 0.0000 0.0000 0.9240 0.0000 0.0000 123.8166 0.0000 0.2741
L29 0.0000 0.8612 0.0000 0.0000 1.1224 0.0000 0.0000 1.3033 0.0000 0.0000 205.9220 0.0000 0.3080
L30 0.0000 0.6232 0.0000 0.0000 1.4493 0.0000 0.0000 2.3255 0.0000 0.0000 348.8260 0.0000 0.4284
L31 0.0000 0.5082 0.0000 0.0000 2.1504 0.0000 0.0000 4.2318 0.0000 0.0000 376.6267 0.0000 0.7437
L32 0.1027 0.8486 0.0987 0.0004 2.2933 0.0002 0.0037 2.7023 0.0016 0.0779 56.7491 0.0338 0.8359
L33 0.0725 0.3519 0.0724 0.0012 0.2594 0.0004 0.0160 0.7371 0.0052 0.1598 7.3713 0.0523 0.2674
L34 0.0180 0.2849 0.2162 0.0000 2.2871 0.1503 0.0017 8.0266 0.6955 0.0301 140.4650 12.1712 0.8055
L35 0.0000 0.7115 0.1473 0.0000 2.4354 0.0003 0.0000 3.4228 0.0019 0.0000 73.5899 0.0419 0.7428
L36 0.2037 0.9515 0.0000 0.0068 2.5485 0.0000 0.0333 2.6783 0.0000 0.5997 48.2094 0.0000 0.6825
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0672 0.4949 0.0000 0.0136 2.5737 0.0000 0.2025 5.2008 0.0000 4.7597 122.2182 0.0000 0.8818
L38 0.1106 0.8795 0.0435 0.0675 4.7474 0.0005 0.6100 5.3976 0.0106 8.5402 75.5668 0.1484 1.0097
L39 0.0000 0.7227 0.1695 0.0000 4.7902 0.0108 0.0000 6.6284 0.0637 0.0000 66.2839 0.6370 0.8438
L41 0.2410 0.5895 0.2338 0.1038 4.5872 0.0865 0.4308 7.7821 0.3701 23.4797 424.1258 20.1698 0.9627
4243 0.2384 0.9387 0.2739 0.3991 4.3311 0.2890 1.6742 4.6141 1.0550 100.4507 276.8471 63.2987 0.9599
4344 0.3837 1.0933 0.2525 0.8572 3.9713 0.1360 2.2339 3.6323 0.5388 111.6942 181.6128 26.9380 0.8726
6869 0.0000 0.4842 0.0000 0.0000 5.4047 0.0000 0.0000 11.1618 0.0000 0.0000 223.2369 0.0000 1.3276
4445 0.0000 0.5295 0.0000 0.0000 5.0607 0.0000 0.0000 9.5569 0.0000 0.0000 315.3780 0.0000 0.8538
4546 0.5434 1.3323 0.2913 1.7401 3.3876 0.0230 3.2025 2.5427 0.0790 80.0616 63.5675 1.9756 1.0261
4647 0.1330 0.7849 0.1423 0.0073 5.0237 0.0142 0.0547 6.4008 0.1001 1.0941 128.0168 2.0021 1.1119
4754 0.2878 0.5284 0.3086 0.4239 3.9562 0.5371 1.4730 7.4865 1.7404 45.6617 232.0814 53.9522 1.1528
4849 0.0000 0.7586 0.0000 0.0000 0.8054 0.0000 0.0000 1.0616 0.0000 0.0000 12.7398 0.0000 0.2843
4950 0.2813 0.5142 0.2836 0.0222 0.7567 0.0263 0.0788 1.4716 0.0928 0.4731 8.8295 0.5569 0.2982
5051 0.1922 0.7624 0.1928 0.0008 1.1424 0.0009 0.0043 1.4986 0.0046 0.0823 28.4725 0.0881 0.3178
5152 0.3400 0.5577 0.3428 0.1110 0.8628 0.1654 0.3264 1.5469 0.4826 1.9586 9.2817 2.8954 0.3967
5253 0.1443 0.3503 0.1754 0.0345 1.1663 0.0580 0.2394 3.3298 0.3310 4.7882 66.5951 6.6190 0.6653
5354 0.0295 0.0563 0.0379 0.0447 1.0768 0.0730 1.5180 19.1422 1.9254 44.0225 555.1229 55.8369 0.9923
5462 0.0982 0.1672 0.0453 0.2415 4.7416 0.0582 2.4582 28.3528 1.2856 29.4982 340.2339 15.4271 1.2947
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.0000 0.5845 0.0000 0.0000 0.2493 0.0000 0.0000 0.4266 0.0000 0.0000 7.6784 0.0000 0.1245
5960 0.1462 0.5887 0.0991 0.0002 0.3295 0.0000 0.0014 0.5597 0.0003 0.0235 9.5141 0.0049 0.1235
6061 0.0706 0.1474 0.0251 0.0023 0.3244 0.0002 0.0331 2.2004 0.0062 0.5619 37.4069 0.1050 0.2360
6162 0.0449 0.1468 0.0080 0.1044 0.3292 0.0001 2.3245 2.2430 0.0086 69.7358 67.2889 0.2568 1.1042
6465 0.2404 0.6434 0.3282 0.0228 5.4350 0.1431 0.0947 8.4475 0.4361 3.0319 270.3202 13.9552 1.2242
6566 0.0000 0.3466 0.2830 0.0000 3.6255 1.7285 0.0000 10.4603 6.1076 0.0000 366.1107 213.7649 1.6267
6667 0.1116 0.1927 0.0978 2.1414 2.6742 0.6243 19.1851 13.8748 6.3813 959.2568 693.7415 319.0631 1.8572
L595 0.0826 0.1395 0.0347 0.3045 4.7827 0.0763 3.6859 34.2896 2.1972 22.1156 205.7375 13.1831 1.5539
5556ova 0.0000 1.0607 0.0000 0.0000 0.0984 0.0000 0.0000 0.0928 0.0000 0.0000 1.4846 0.0000 0.1052
5663ova 0.0000 0.9434 0.0000 0.0000 0.1713 0.0000 0.0000 0.1815 0.0000 0.0000 15.0671 0.0000 0.1116
6364ova 0.0167 0.1952 0.0167 0.0000 0.0146 0.0000 0.0000 0.0747 0.0000 0.0002 8.2184 0.0002 0.0076
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1390
*========================================================*
| 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 .97E-08 1.9754 .43E-08 1.9754 9.9978 12.501 .97E-08 1.9754 .43E-08 1.9754 9.9978 12.501 0.0000 0.0000 0.0000 None
L2 0.0000 2.2299 0.0000 2.2299 2.8147 5.9533 0.0000 2.2299 0.0000 2.2299 2.8147 5.9533 0.0000 0.0000 0.0000 None
L3 0.0000 4.1010 0.0000 4.1010 5.6586 9.6102 0.0000 4.1010 0.0000 4.1010 5.6586 9.6102 0.0000 0.0000 0.0000 None
L4 .000701 7.6501 .001831 7.6526 5.1281 10.873 .000701 7.6501 .001831 7.6526 5.1281 10.873 0.0000 0.0000 0.0000 None
L5 0.0000 7.9170 0.0000 7.9170 7.6285 13.281 0.0000 7.9170 0.0000 7.9170 7.6285 13.281 0.0000 0.0000 0.0000 None
L6 1.5946 60.788 1.3580 63.740 7.3615 15.236 1.5946 60.788 1.3580 63.740 7.3615 15.236 0.0000 0.0000 0.0000 None
L7 0.2404 242.16 1.0694 243.47 5.1849 18.537 0.2404 242.16 1.0694 243.47 5.1849 18.537 0.0000 0.0000 0.0000 None
L8 0.06652 553.80 0.1395 554.01 6.4325 25.789 0.06652 553.80 0.1395 554.01 6.4325 25.789 0.0000 0.0000 0.0000 None
L9 4.1532 8.0422 0.2706 12.466 3.9799 30.364 4.1532 8.0422 0.2706 12.466 3.9799 30.364 0.0000 0.0000 0.0000 None
L10 2.1610 32.612 3.2287 38.002 10.438 22.747 2.1610 32.612 3.2287 38.002 10.438 22.747 0.0000 0.0000 0.0000 None
L11 2.3811 185.47 5.4561 193.31 6.7746 21.300 2.3811 185.47 5.4561 193.31 6.7746 21.300 0.0000 0.0000 0.0000 None
L12 1.7987 392.60 3.2213 397.62 6.9141 22.256 1.7987 392.60 3.2213 397.62 6.9141 22.256 0.0000 0.0000 0.0000 None
L13 4.0322 501.64 7.8292 513.50 3.5991 21.908 4.0322 501.64 7.8292 513.50 3.5991 21.908 0.0000 0.0000 0.0000 None
L14 0.0000 1.7127 33.853 35.565 4.5394 25.256 0.0000 1.7127 33.853 35.565 4.5394 25.256 0.0000 0.0000 0.0000 None
L15 1.7859 15.941 1.3628 19.089 3.2049 15.827 1.7859 15.941 1.3628 19.089 3.2049 15.827 0.0000 0.0000 0.0000 None
L24 0.0000 12.309 0.0000 12.309 6.0408 17.178 0.0000 12.309 0.0000 12.309 6.0408 17.178 0.0000 0.0000 0.0000 None
L25 0.9103 22.931 0.5927 24.434 3.6786 14.538 0.9103 22.931 0.5927 24.434 3.6786 14.538 0.0000 0.0000 0.0000 None
L26 0.0000 15.489 0.0000 15.489 6.2423 12.919 0.0000 15.489 0.0000 15.489 6.2423 12.919 0.0000 0.0000 0.0000 None
L27 0.0000 40.211 0.07505 40.286 11.862 19.845 0.0000 40.211 0.07505 40.286 11.862 19.845 0.0000 0.0000 0.0000 None
L28 0.0000 3.0824 0.0000 3.0824 27.629 32.371 0.0000 3.0824 0.0000 3.0824 27.629 32.371 0.0000 0.0000 0.0000 None
L29 0.0000 4.9670 0.0000 4.9670 24.268 29.732 0.0000 4.9670 0.0000 4.9670 24.268 29.732 0.0000 0.0000 0.0000 None
L30 0.0000 11.174 0.0000 11.174 26.572 33.428 0.0000 11.174 0.0000 11.174 26.572 33.428 0.0000 0.0000 0.0000 None
L31 0.0000 21.077 0.0000 21.077 24.699 36.611 0.0000 21.077 0.0000 21.077 24.699 36.611 0.0000 0.0000 0.0000 None
L32 .002013 12.123 .000838 12.126 9.0931 15.590 .002013 12.123 .000838 12.126 9.0931 15.590 0.0000 0.0000 0.0000 None
L33 .006104 1.3671 .001995 1.3752 10.634 17.182 .006104 1.3671 .001995 1.3752 10.634 17.182 0.0000 0.0000 0.0000 None
L34 .000536 39.675 2.6080 42.283 3.7778 22.559 .000536 39.675 2.6080 42.283 3.7778 22.559 0.0000 0.0000 0.0000 None
L35 0.0000 8.3298 .000981 8.3308 9.2101 29.519 0.0000 8.3298 .000981 8.3308 9.2101 29.519 0.0000 0.0000 0.0000 None
L36 0.05016 18.837 0.0000 18.888 5.3349 20.594 0.05016 18.837 0.0000 18.888 5.3349 20.594 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 None
L37 0.3839 72.593 0.0000 72.977 5.9008 17.546 0.3839 72.593 0.0000 72.977 5.9008 17.546 0.0000 0.0000 0.0000 None
L38 1.1723 82.491 .008013 83.671 21.573 35.066 1.1723 82.491 .008013 83.671 21.573 35.066 0.0000 0.0000 0.0000 None
L39 0.0000 43.373 0.09777 43.471 23.077 36.022 0.0000 43.373 0.09777 43.471 23.077 36.022 0.0000 0.0000 0.0000 None
L41 1.2878 56.906 1.0734 59.267 20.938 35.600 1.2878 56.906 1.0734 59.267 20.938 35.600 0.0000 0.0000 0.0000 None
4243 4.1834 45.404 3.0298 52.617 22.219 39.695 4.1834 45.404 3.0298 52.617 22.219 39.695 0.0000 0.0000 0.0000 None
4344 8.5316 39.528 1.3538 49.413 20.547 37.680 8.5316 39.528 1.3538 49.413 20.547 37.680 0.0000 0.0000 0.0000 None
6869 0.0000 60.346 0.0000 60.346 25.816 40.813 0.0000 60.346 0.0000 60.346 25.816 40.813 0.0000 0.0000 0.0000 None
4445 0.0000 92.253 0.0000 92.253 12.883 29.863 0.0000 92.253 0.0000 92.253 12.883 29.863 0.0000 0.0000 0.0000 None
4546 19.511 37.985 0.2581 57.755 11.017 24.600 19.511 37.985 0.2581 57.755 11.017 24.600 0.0000 0.0000 0.0000 None
4647 0.1485 102.52 0.2907 102.96 10.707 20.463 0.1485 102.52 0.2907 102.96 10.707 20.463 0.0000 0.0000 0.0000 None
4754 14.665 136.87 18.583 170.12 17.360 34.391 14.665 136.87 18.583 170.12 17.360 34.391 0.0000 0.0000 0.0000 None
4849 0.0000 6.3806 0.0000 6.3806 22.946 29.360 0.0000 6.3806 0.0000 6.3806 22.946 29.360 0.0000 0.0000 0.0000 None
4950 0.3497 11.930 0.4149 12.695 17.277 24.551 0.3497 11.930 0.4149 12.695 17.277 24.551 0.0000 0.0000 0.0000 None
5051 .007025 9.6370 .007539 9.6516 16.619 25.194 .007025 9.6370 .007539 9.6516 16.619 25.194 0.0000 0.0000 0.0000 None
5152 2.1126 16.422 3.1489 21.684 13.867 22.162 2.1126 16.422 3.1489 21.684 13.867 22.162 0.0000 0.0000 0.0000 None
5253 1.2721 42.960 2.1376 46.369 10.324 19.764 1.2721 42.960 2.1376 46.369 10.324 19.764 0.0000 0.0000 0.0000 None
5354 15.394 370.56 25.112 411.07 6.0774 33.811 15.394 370.56 25.112 411.07 6.0774 33.811 0.0000 0.0000 0.0000 None
5462 20.807 408.57 5.0142 434.39 6.7422 36.561 20.807 408.57 5.0142 434.39 6.7422 36.561 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 None
5859 0.0000 1.5321 0.0000 1.5321 7.7494 11.992 0.0000 1.5321 0.0000 1.5321 7.7494 11.992 0.0000 0.0000 0.0000 None
5960 .001174 1.9157 .000164 1.9170 7.9825 16.042 .001174 1.9157 .000164 1.9170 7.9825 16.042 0.0000 0.0000 0.0000 None
6061 0.1027 14.271 .006816 14.381 14.075 26.976 0.1027 14.271 .006816 14.381 14.075 26.976 0.0000 0.0000 0.0000 None
6162 10.231 32.251 .006715 42.490 0.09558 11.687 10.231 32.251 .006715 42.490 0.09558 11.687 0.0000 0.0000 0.0000 None
6465 0.5205 124.17 3.2702 127.96 28.633 44.239 0.5205 124.17 3.2702 127.96 28.633 44.239 0.0000 0.0000 0.0000 None
6566 0.0000 164.51 78.430 242.94 5.7547 25.061 0.0000 164.51 78.430 242.94 5.7547 25.061 0.0000 0.0000 0.0000 None
6667 183.89 229.64 53.606 467.13 3.9203 41.361 183.89 229.64 53.606 467.13 3.9203 41.361 0.0000 0.0000 0.0000 None
L595 35.709 560.88 8.9460 605.54 5.7862 38.272 35.709 560.88 8.9460 605.54 5.7862 38.272 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.6372 0.0000 0.6372 9.1298 10.893 0.0000 0.6372 0.0000 0.6372 9.1298 10.893 0.0000 0.0000 0.0000 None
5663ova 0.0000 1.3092 0.0000 1.3092 9.1256 12.378 0.0000 1.3092 0.0000 1.3092 9.1256 12.378 0.0000 0.0000 0.0000 None
6364ova .96E-07 0.05788 .96E-07 0.05788 0.09962 9.9004 .96E-07 0.05788 .96E-07 0.05788 0.09962 9.9004 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.4684 102.2103 10.5000 11.7000 1.7022 1.7022 1.7000 0.8010 0.8010 0.8000 2.5032 2.5032
L2 102.2103 100.9531 11.0000 4.2000 1.3853 1.3853 2.7000 1.7533 1.7533 2.3000 3.1386 3.1386
L3 100.9531 100.2324 16.0000 7.4000 1.7414 1.7414 2.6000 2.2102 2.2102 3.3000 3.9516 3.9516
L4 100.2324 99.7690 16.0000 6.5000 1.3719 1.3719 1.3000 4.3733 4.3733 4.2000 5.7451 5.7451
L5 99.7690 99.5115 10.0000 11.5000 3.8715 3.8715 5.5000 1.7812 1.7812 2.4000 5.6526 5.6526
L6 99.5116 99.5178 10.2000 12.1000 4.7385 4.7385 2.6000 3.1356 3.1356 1.9000 7.8741 7.8741
L7 99.5177 99.5185 10.5000 11.9000 6.7151 6.7151 6.0000 6.6375 6.6375 5.1000 13.3526 13.3526
L8 99.5185 99.5186 10.0000 14.5000 8.0675 8.0675 7.6000 11.2888 11.2888 10.8000 19.3563 19.3563
L9 99.5186 99.3687 10.0000 27.5000 23.5201 23.5201 8.2000 2.8643 2.8643 2.2000 26.3844 26.3844
L10 98.8302 97.5800 10.0000 19.7000 9.2620 9.2620 7.2000 3.0468 3.0468 0.0000 12.3088 12.3088
L11 97.5800 97.5805 16.5000 12.9000 6.1254 6.1254 3.5000 8.4005 8.4005 5.4000 14.5259 14.5259
L12 97.5804 97.5805 16.5000 15.0000 8.0859 8.0859 6.0000 7.2556 7.2556 5.5000 15.3415 15.3415
L13 97.5805 97.5808 17.5000 12.5000 8.9009 8.9009 4.6000 9.4083 9.4083 5.5000 18.3092 18.3092
L14 97.5808 97.5211 10.0000 5.0000 0.4606 0.4606 0.6000 20.2565 20.2565 1.4000 20.7171 20.7171
L15 94.8067 94.5843 13.0000 6.5000 3.2951 3.2951 0.0000 9.3275 9.3275 6.5000 12.6226 12.6226
L24 94.5843 94.0793 20.0000 16.8000 10.7592 10.7592 11.2000 0.3784 0.3784 0.8000 11.1376 11.1376
L25 94.0793 93.6613 16.0000 4.7000 1.0214 1.0214 0.0000 9.8382 9.8382 7.9000 10.8596 10.8596
L26 93.6613 93.1985 15.0000 7.8000 1.5577 1.5577 2.6000 5.1187 5.1187 7.2000 6.6763 6.6763
L27 93.1985 93.0317 14.5000 13.7000 1.8383 1.8383 3.4000 6.1455 6.1455 5.1000 7.9837 7.9837
L28 120.7428 113.8124 134.0000 31.0000 3.3707 3.3707 11.0000 1.3707 1.3707 19.0000 4.7413 4.7413
L29 113.8124 105.8106 158.0000 28.5000 4.2319 4.2319 16.5000 1.2319 1.2319 19.5000 5.4638 5.4638
L30 105.8106 98.0577 150.0000 32.0000 5.4281 5.4281 12.0000 1.4281 1.4281 17.0000 6.8561 6.8561
L31 98.0577 95.6736 89.0000 30.0000 5.3009 5.3009 10.0000 6.6114 6.6114 19.0000 11.9122 11.9122
L32 95.6736 94.8565 21.0000 13.6000 4.5069 4.5069 4.3000 1.9897 1.9897 1.9000 6.4965 6.4965
L33 97.8270 97.2851 10.0000 13.8000 3.1656 3.1656 2.0000 3.3816 3.3816 3.0000 6.5472 6.5472
L34 94.8565 94.7974 17.5000 16.7000 12.9222 12.9222 12.7000 5.8593 5.8593 3.8000 18.7815 18.7815
L35 94.7974 93.5705 21.5000 11.0000 1.7899 1.7899 2.0000 18.5188 18.5188 18.4000 20.3086 20.3086
L36 93.5705 93.0511 18.0000 6.8000 1.4651 1.4651 1.1000 13.7942 13.7942 21.1000 15.2593 15.2593
W2637 93.0511 93.0511 10.0000 9.3000 0.0000 0.0000 0.0000 0.0000 0.0000 3.9000 0.0000 0.0000
L37 93.0511 93.0317 23.5000 11.3000 5.3992 5.3992 4.1000 6.2461 6.2461 6.8000 11.6452 11.6452
L38 93.0317 92.9631 14.0000 30.6000 9.0274 9.0274 5.1000 4.4658 4.4658 4.2000 13.4933 13.4933
L39 92.8352 92.9631 10.0000 30.7000 7.6233 7.6233 9.7000 5.3225 5.3225 4.8000 12.9458 12.9458
L41 92.8352 92.4533 54.5000 32.5000 11.5621 11.5621 10.3000 3.1003 3.1003 2.0000 14.6624 14.6624
4243 92.4533 91.5975 60.0000 31.0000 8.7812 8.7812 1.5000 8.6954 8.6954 5.0000 17.4766 17.4766
4344 91.5975 90.7577 50.0000 32.0000 11.4528 11.4528 2.0000 5.6798 5.6798 3.4000 17.1326 17.1326
6869 89.1677 89.0075 20.0000 36.0000 10.1841 10.1841 13.2000 4.8127 4.8127 5.8000 14.9968 14.9968
4445 90.7577 90.6672 33.0000 26.4000 13.5170 13.5170 21.8000 3.4632 3.4632 8.0000 16.9802 16.9802
4546 90.6672 90.4629 25.0000 22.1000 11.0826 11.0826 1.7000 2.4999 2.4999 2.0000 13.5825 13.5825
4647 90.4629 90.4189 20.0000 11.8000 1.0931 1.0931 0.6000 8.6634 8.6634 7.8000 9.7565 9.7565
4754 90.4189 90.3975 31.0000 28.6000 11.2405 11.2405 7.1000 5.7907 5.7907 1.4000 17.0312 17.0312
4849 90.8753 90.6812 12.0000 26.3000 3.3537 3.3537 4.6000 3.0596 3.0596 3.7000 6.4133 6.4133
4950 90.6812 90.6598 6.0000 21.5000 4.2228 4.2228 3.5000 3.0509 3.0509 2.2000 7.2737 7.2737
5051 90.6598 90.4010 19.0000 19.9000 3.2815 3.2815 3.1000 5.2942 5.2942 5.1000 8.5756 8.5756
5152 90.4010 90.3992 6.0000 17.8000 3.9330 3.9330 2.2000 4.3618 4.3618 1.8000 8.2948 8.2948
5253 90.3992 90.3978 20.0000 14.4000 4.0759 4.0759 2.8000 5.3638 5.3638 3.6000 9.4397 9.4397
5354 90.3978 90.3975 29.0000 30.3000 24.2226 24.2226 20.1000 3.5113 3.5113 0.0000 27.7338 27.7338
5462 90.3975 90.3965 12.0000 13.9000 7.1578 7.1578 2.9000 22.6608 22.6608 20.0000 29.8186 29.8186
5657 99.2300 99.2300 6.0000 29.9000 0.0000 0.0000 29.8000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 99.2300 92.5465 50.0000 20.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 92.5465 91.7448 18.0000 8.4000 0.6506 0.6506 2.3000 3.5922 3.5922 5.5000 4.2428 4.2428
5960 91.7448 91.2526 17.0000 10.1000 2.1175 2.1175 2.0000 5.9423 5.9423 5.9000 8.0598 8.0598
6061 91.2526 90.8774 17.0000 25.0000 10.9248 10.9248 10.4000 1.9759 1.9759 1.5000 12.9007 12.9007
6162 90.8774 90.3965 30.0000 9.3000 9.2044 9.2044 1.3000 2.3870 2.3870 2.0000 11.5914 11.5914
6465 89.6103 89.5761 32.0000 40.4000 11.7671 11.7671 11.2000 3.8394 3.8394 2.0000 15.6065 15.6065
6566 89.5761 89.5628 35.0000 10.3000 4.5453 4.5453 5.7000 14.7612 14.7612 6.5000 19.3065 19.3065
6667 89.5628 89.5555 50.0000 30.2000 26.2797 26.2797 6.0000 11.1610 11.1610 3.0000 37.4407 37.4407
L595 90.3965 90.3963 6.0000 13.9000 8.1138 8.1138 2.9000 24.3718 24.3718 20.0000 32.4856 32.4856
5556ova 99.9519 99.5120 16.0000 9.2000 0.0702 0.0702 0.1000 1.6931 1.6931 3.7000 1.7632 1.7632
5663ova 99.5120 98.1112 83.0000 9.2000 0.0744 0.0744 0.1000 3.1776 3.1776 3.7000 3.2520 3.2520
6364ova 97.0125 89.9017 110.0000 9.9000 9.8004 9.8004 9.8000 0.0004 0.0004 0.0000 9.8008 9.8008
6264ova 89.6103 89.6103 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 89.5555 89.4972 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 0.6622 1155.7202 0.9181 3.3098 ## N1 102.8300 103.4687
L2 0.6562 1157.7033 0.7816 4.0288 ## N2 101.7100 102.2103
L3 0.6507 1159.2789 0.4906 18.0972 ## N3 100.3800 100.9531
L4 1.2625 2194.1033 0.5759 34.8912 ## N4 99.4600 100.2324
L5 1.2549 2199.3875 0.5560 22.3223 ## N5 99.0400 99.7690
L6 1.2539 2200.6581 0.3576 35.8428 ## N6 98.8600 99.5116
L7 1.2499 2200.0873 0.1271 104.7897 ## N7 98.3300 The text continues on section 5.