Original source · versioned page text
c100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:13.
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\climchng.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)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
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)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 115.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N48#1 1308 360 N48#2 2178 430 N50#1 1336 360
N50#2 2291 421 N52#1 1372 360 N52#2 2287 425
N1#1 1344 360 N1#2 2179 561 N4#1 1248 360
N4#2 2504 656 N8#1 1372 360 N8#2 2702 718
N13#1 1344 360 N13#2 2636 704 N25#1 1348 360
N25#2 2254 426 N28#1 1360 360 N28#2 2161 431
N29#1 1340 360 N29#2 2211 549 N30#1 1340 360
N30#2 2436 720 N31#1 1348 360 N31#2 2666 718
N32#1 1368 360 N32#2 1352 360 N33#1 1368 360
N33#2 2283 425 N36#1 1364 360 N36#2 2280 424
N42#1 1348 360 N42#2 2258 426 N44#1 1352 360
N44#2 2274 426 N45#1 1352 360 N45#2 2253 427
N47#1 1372 360 N47#2 2208 424 N55#1 2316 456
N55#2 2275 425 N56#1 1344 360 N56#2 2257 427
N63#1 1360 360 N63#2 2279 425 N64#1 1344 360
N64#2 2250 426 N66#1 1344 360 N66#2 2257 427
N58#1 1348 360 N58#2 2254 426 N59#1 1368 360
N59#2 2285 423 N61#1 1364 360 N61#2 2284 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 115.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 4.726500E+04 115.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.014183E+00 0.012
Surface Runoff from Watersheds 4.656919E+04 113.307
Total Water remaining in Surface Storage 1.986137E+02 0.483
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.728546E+04 115.050
Total Precipitation + Initial Storage. 4.726500E+04 115.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0433
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 4.656919E+04 113.307
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 4.655615E+04 113.275
Initial Storage + Inflow.................... 4.656919E+04 113.307
Final Storage + Outflow + Diverted GW....... 4.655615E+04 113.275
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0280
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.11002 0.04000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.57076 0.00000 113.04844 0.00000 112.93216
Total Losses (mm)...... 0.00000 2.03718 0.00000 1.94689 0.00000 2.01211
Remaining Depth (mm)... 0.00000 0.39206 0.00000 0.00467 0.00000 0.05573
Peak Runoff Rate (cms). 0.00000 1.01499 0.00000 0.03294 0.00000 0.13797
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.88801 115.07990 114.94890 114.92820 115.06940 115.29163
Peak Runoff Rate (cms). 1.22170 0.00142 0.83593 0.00003 0.14014 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.88801 115.07990 114.94890 114.92820 115.06940 115.29163
Peak Runoff Rate (cms). 1.22170 0.00142 0.83593 0.00003 0.14014 0.00016
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 114.88801 112.57327 114.94890 113.05032 115.06940 112.93452
Peak Runoff Rate (cms). 1.22170 1.01641 0.83593 0.03298 0.14014 0.13813
Unit Runoff (mm/hr).... 260.87219 218.32041 273.37421 299.27202 299.23227 278.56965
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N1#1 N1#2 N4#1 N4#2 N8#1 N8#2
Area (hectares)........ 0.23001 2.33005 0.67001 1.57003 0.06000 0.54001
Percent Impervious..... 100.00000 10.00000 100.00000 30.00000 100.00000 45.00000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.75265 0.00000 112.87282 0.00000 112.91167
Total Losses (mm)...... 0.00000 2.03112 0.00000 2.02209 0.00000 2.01640
Remaining Depth (mm)... 0.00000 0.21623 0.00000 0.10509 0.00000 0.07193
Peak Runoff Rate (cms). 0.00000 1.40552 0.00000 0.80280 0.00000 0.22392
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.98153 115.15843 114.75432 115.10773 115.07961 115.08331
Peak Runoff Rate (cms). 0.17799 0.19381 0.44040 0.39122 0.04962 0.20113
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.98153 115.15843 114.75432 115.10773 115.07961 115.08331
Peak Runoff Rate (cms). 0.17799 0.19381 0.44040 0.39122 0.04962 0.20113
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 114.98153 112.99323 114.75432 113.54329 115.07961 113.88891
Peak Runoff Rate (cms). 0.17799 1.59933 0.44040 1.19401 0.04962 0.42504
Unit Runoff (mm/hr).... 280.92014 249.16864 238.60702 276.07061 300.17937 285.72671
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N13#1 N13#2 N25#1 N25#2 N28#1 N28#2
Area (hectares)........ 0.71002 1.33003 1.13002 1.13002 0.12000 2.87006
Percent Impervious..... 100.00000 35.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.85804 0.00000 112.85256 0.00000 112.51203
Total Losses (mm)...... 0.00000 2.02372 0.00000 2.02427 0.00000 2.03842
Remaining Depth (mm)... 0.00000 0.11824 0.00000 0.12317 0.00000 0.44954
Peak Runoff Rate (cms). 0.00000 0.62431 0.00000 0.81184 0.00000 1.67074
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.97843 115.08813 114.99636 115.21203 115.03583 115.06724
Peak Runoff Rate (cms). 0.54800 0.38567 0.88569 0.00098 0.09713 0.00241
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.97843 115.08813 114.99636 115.21203 115.03583 115.06724
Peak Runoff Rate (cms). 0.54800 0.38567 0.88569 0.00098 0.09713 0.00241
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 114.97843 113.63857 114.99636 112.85492 115.03583 112.51459
Peak Runoff Rate (cms). 0.54800 1.00998 0.88569 0.81282 0.09713 1.67315
Unit Runoff (mm/hr).... 280.17922 275.65910 284.52108 261.11116 293.80656 211.62281
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N29#1 N29#2 N30#1 N30#2 N31#1 N31#2
Area (hectares)........ 0.25001 2.24005 0.40001 3.58008 1.00002 2.72006
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000 100.00000 35.00000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.79885 0.00000 108.38165 0.00000 112.84179
Total Losses (mm)...... 0.00000 2.02852 0.00000 2.04812 0.00000 2.02526
Remaining Depth (mm)... 0.00000 0.17263 0.00000 4.57023 0.00000 0.13295
Peak Runoff Rate (cms). 0.00000 1.39426 0.00000 0.85870 0.00000 1.26121
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.97224 115.16397 114.97224 115.02289 114.99162 115.08311
Peak Runoff Rate (cms). 0.19195 0.18632 0.30712 0.28692 0.78061 0.78791
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.97224 115.16397 114.97224 115.02289 114.99162 115.08311
Peak Runoff Rate (cms). 0.19195 0.18632 0.30712 0.28692 0.78061 0.78791
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 114.97224 113.03536 114.97224 109.04578 114.99162 113.62625
Peak Runoff Rate (cms). 0.19195 1.58059 0.30712 1.14562 0.78061 2.04913
Unit Runoff (mm/hr).... 278.71242 256.14224 278.71242 116.16341 283.36409 273.47084
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N32#1 N32#2 N33#1 N33#2 N36#1 N36#2
Area (hectares)........ 0.50001 0.50001 0.41001 0.41001 0.36001 0.37001
Percent Impervious..... 100.00000 0.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.96708 0.00000 112.92202 0.00000 112.95413
Total Losses (mm)...... 0.00000 2.00119 0.00000 2.01438 0.00000 2.00592
Remaining Depth (mm)... 0.00000 0.03173 0.00000 0.06360 0.00000 0.03996
Peak Runoff Rate (cms). 0.00000 0.39549 0.00000 0.31153 0.00000 0.28912
Total Impervious Area
---------------------
Total Runoff Depth (mm) 115.05506 0.00000 115.05517 115.28194 115.04787 115.30736
Peak Runoff Rate (cms). 0.40956 0.00000 0.33586 0.00036 0.29370 0.00033
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 115.05506 0.00000 115.05517 115.28194 115.04787 115.30736
Peak Runoff Rate (cms). 0.40956 0.01160 0.33586 0.00036 0.29370 0.00033
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 115.05506 112.96708 115.05517 112.92438 115.04787 112.95648
Peak Runoff Rate (cms). 0.40956 0.39549 0.33586 0.31189 0.29370 0.28945
Unit Runoff (mm/hr).... 297.34536 287.12934 297.36228 276.14201 296.14757 283.97375
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N42#1 N42#2 N44#1 N44#2 N45#1 N45#2
Area (hectares)........ 0.67001 0.67001 0.31001 0.32001 0.13000 0.37001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.86449 0.00000 112.88227 0.00000 112.79924
Total Losses (mm)...... 0.00000 2.02304 0.00000 2.02092 0.00000 2.02849
Remaining Depth (mm)... 0.00000 0.11247 0.00000 0.09681 0.00000 0.17227
Peak Runoff Rate (cms). 0.00000 0.48577 0.00000 0.23527 0.00000 0.25571
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.99958 115.22298 115.00390 115.24043 115.01354 115.17034
Peak Runoff Rate (cms). 0.52660 0.00058 0.24455 0.00028 0.10340 0.00032
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.99958 115.22298 115.00390 115.24043 115.01354 115.17034
Peak Runoff Rate (cms). 0.52660 0.00058 0.24455 0.00028 0.10340 0.00032
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 114.99958 112.86685 115.00390 112.88463 115.01354 112.80161
Peak Runoff Rate (cms). 0.52660 0.48635 0.24455 0.23555 0.10340 0.25602
Unit Runoff (mm/hr).... 285.30980 263.50489 286.36820 267.20733 288.71398 251.18186
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N47#1 N47#2 N55#1 N55#2 N56#1 N56#2
Area (hectares)........ 0.04000 0.41001 0.60001 0.61001 0.21000 0.21000
Percent Impervious..... 100.00000 0.04000 1.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.76581 112.70119 112.89216 0.00000 112.81647
Total Losses (mm)...... 0.00000 2.03045 2.03334 2.01957 0.00000 2.02731
Remaining Depth (mm)... 0.00000 0.20374 0.26548 0.08827 0.00000 0.15622
Peak Runoff Rate (cms). 0.00000 0.27711 0.38524 0.45208 0.00000 0.14691
Total Impervious Area
---------------------
Total Runoff Depth (mm) 115.08262 115.29413 115.08959 115.25067 114.97998 115.18257
Peak Runoff Rate (cms). 0.03310 0.00015 0.00499 0.00053 0.16230 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 115.08262 115.29413 115.08959 115.25067 114.97998 115.18257
Peak Runoff Rate (cms). 0.03310 0.00015 0.00499 0.00053 0.16230 0.00018
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 115.08262 112.76682 112.72507 112.89452 114.97998 112.81884
Peak Runoff Rate (cms). 0.03310 0.27725 0.39023 0.45261 0.16230 0.14709
Unit Runoff (mm/hr).... 300.40249 245.47147 236.09098 269.34413 280.54904 254.26317
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N63#1 N63#2 N64#1 N64#2 N66#1 N66#2
Area (hectares)........ 0.42001 0.43001 0.74002 0.75002 1.20003 1.19003
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.91721 0.00000 112.84531 0.00000 112.82112
Total Losses (mm)...... 0.00000 2.01535 0.00000 2.02495 0.00000 2.02696
Remaining Depth (mm)... 0.00000 0.06744 0.00000 0.12974 0.00000 0.15192
Peak Runoff Rate (cms). 0.00000 0.32539 0.00000 0.53589 0.00000 0.83529
Total Impervious Area
---------------------
Total Runoff Depth (mm) 115.02960 115.27711 114.98420 115.20567 114.97688 115.18606
Peak Runoff Rate (cms). 0.33838 0.00038 0.57398 0.00065 0.92499 0.00103
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 115.02960 115.27711 114.98420 115.20567 114.97688 115.18606
Peak Runoff Rate (cms). 0.33838 0.00038 0.57398 0.00065 0.92499 0.00103
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 115.02960 112.91957 114.98420 112.84767 114.97688 112.82349
Peak Runoff Rate (cms). 0.33838 0.32577 0.57398 0.53654 0.92499 0.83632
Unit Runoff (mm/hr).... 292.46052 275.01137 281.56416 259.68929 279.81067 255.11473
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N58#1 N58#2 N59#1 N59#2 N61#1 N61#2
Area (hectares)........ 0.42001 0.43001 0.12000 0.13000 0.20000 0.20000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 115.00000 115.00000 115.00000 115.00000 115.00000 115.00000
Max Intensity (mm/hr).. 299.46000 299.46000 299.46000 299.46000 299.46000 299.46000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 112.84782 0.00000 112.97103 0.00000 112.94678
Total Losses (mm)...... 0.00000 2.02472 0.00000 1.99955 0.00000 2.00822
Remaining Depth (mm)... 0.00000 0.12746 0.00000 0.02942 0.00000 0.04501
Peak Runoff Rate (cms). 0.00000 0.30783 0.00000 0.10307 0.00000 0.15528
Total Impervious Area
---------------------
Total Runoff Depth (mm) 114.99553 115.20785 115.06588 115.30851 115.04787 115.30330
Peak Runoff Rate (cms). 0.32896 0.00037 0.09879 0.00012 0.16317 0.00018
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 114.99553 115.20785 115.06588 115.30851 115.04787 115.30330
Peak Runoff Rate (cms). 0.32896 0.00037 0.09879 0.00012 0.16317 0.00018
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 114.99553 112.85018 115.06588 112.97337 115.04787 112.94913
Peak Runoff Rate (cms). 0.32896 0.30820 0.09879 0.10318 0.16317 0.15545
Unit Runoff (mm/hr).... 284.31899 260.17911 298.83181 288.11979 296.14757 282.15160
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| ###### # # |
RAINFALL | # # # # |
| # # # # |
IN | # # # # |
| # # # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
160.000 = # ##### # =
| # # |
| # # |
| # ##### |
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
| # # |
80.000 = # ##### =
| # ###### |
| # # |
##### # |
# ##### |
# ##### |
# ##### |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
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 5051
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 23.25 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning N : 0.050 to Station 15.3 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.40E+01 m
" " : 0.020 Beyond Station 26.9 Max left bank area : 4.31 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.70 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 23.17 m^2.
Maximum hydraulic radius : 0.89 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.37 meters.
" " : 0.030 in Main Channel Maximum Wetted Perimeter : 2.59E+01 m
" " : 0.050 Beyond Station 17.2 Max left bank area : 5.11 m^2
Max right bank area : 7.41 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 10.65 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 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) : 45.0 Channel sequence number : 45
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 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) : 46.0 Channel sequence number : 46
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 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) : 49.0 Channel sequence number : 49
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 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) : 50.0 Channel sequence number : 50
Left Overbank Length : 11.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 11.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 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) : 51.0 Channel sequence number : 51
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 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) : 52.0 Channel sequence number : 52
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 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) : 53.0 Channel sequence number : 53
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 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) : 54.0 Channel sequence number : 54
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 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) : 55.0 Channel sequence number : 55
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 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) : 56.0 Channel sequence number : 56
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) : 57.0 Channel sequence number : 57
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) : 58.0 Channel sequence number : 58
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) : 59.0 Channel sequence number : 59
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) : 60.0 Channel sequence number : 60
Left Overbank Length : 10.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
Natural Cross-Section information for Channel 4950ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 4.47 m^2.
Maximum hydraulic radius : 0.35 meters.
Manning N : 0.020 to Station 19.5 Max Topwidth : 12.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.29E+01 m
" " : 0.050 Beyond Station 21.5 Max left bank area : 1.56 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 m^2
Natural Cross-Section information for Channel 5152ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 91.53 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 5.30 m^2.
Maximum hydraulic radius : 0.34 meters.
Manning N : 0.020 to Station 18.4 Max Topwidth : 15.44 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 1.55E+01 m
" " : 0.050 Beyond Station 20.4 Max left bank area : 1.83 m^2
Max right bank area : 2.47 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.00 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 5051 19.0000 Natural 23.2471 0.0500 23.2480 2.0000
43 5253 20.0000 Natural 23.1711 0.0300 25.3746 2.0000
44 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
45 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
46 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
47 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
48 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
49 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
50 6061 11.0000 Natural 16.6826 0.0500 22.6016 1.0000
51 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
52 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
53 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
54 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
55 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
56 L598 6.0000 Rectangle 0.5400 0.0140 1.2000 0.4500
57 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
58 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
59 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
60 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
61 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
62 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
63 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
64 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
65 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
66 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
67 4950ova 6.0000 Natural 4.4704 0.0200 12.8740 0.5000
68 4950und 6.0000 Rectangle 1.3500 0.0120 3.0000 0.4500
69 5152ova 6.0000 Natural 5.3035 0.0200 15.4430 0.5000
70 5152und 6.0000 Rectangle 2.4750 0.0120 3.0000 0.8250
Total length of all conduits .... 2056.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
L598 1.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
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
4950und 2.0000 0.4000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5152und 2.0000 0.4000 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)
5051 0.82
5253 0.75
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 1.22 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L598 1.75 ===> 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)
4950ova 1.54 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950und 1.75 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152ova 1.53 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5152und 2.37 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6417E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.4100 90.3500 0.0000 0.0000 100.0000
42 N50 99.0000 92.3300 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 89.9600 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
62 N60.7 100.0000 91.7000 90.6000 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152929.9500 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153465.8000 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238766.2100 157883.1000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157406.9000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
62 N60.7 -238231.2300 157680.7000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 Section 3
4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 5051 N50 N51 90.3300 90.0700 No Design
43 5253 N52 N53 89.9300 89.5300 No Design
44 5354 N53 N54 89.5300 89.2600 No Design
45 5462 N54 N62 89.2600 88.9200 No Design
46 5657 N56 N57 99.5300 99.2300 No Design
47 5758 N57 N58 99.2300 92.4400 No Design
48 5859 N58 N59 92.4400 91.6000 No Design
49 5960 N59 N60 91.6000 91.1600 No Design
50 6061 N60 N60.7 91.1600 90.7000 No Design
51 6162 N61 N62 90.5000 88.9200 No Design
52 6465 N64 N65 88.6300 88.0800 No Design
53 6566 N65 N66 88.0800 87.7800 No Design
54 6667 N66 N67 87.7800 87.6100 No Design
55 L595 N62 D1 88.9200 88.7500 No Design
56 L598 N60.7 N61 90.6000 90.5000 No Design
57 5556ova N55 N56 99.8500 99.4000 No Design
58 5556unda N55 N56 98.9200 98.4700 No Design
59 5663ova N56 N63 99.4000 98.0000 No Design
60 5663und N56 N63 98.4000 97.0000 No Design
61 6364ova N63 N64 97.0000 89.9000 No Design
62 6364und N63 N64 95.7500 88.6300 No Design
63 6264ova D1 N64 90.8800 90.8600 No Design
64 6264und D1 N64 88.7500 88.6300 No Design
65 6768ova N67 N68 89.4000 89.3800 No Design
66 6768und N67 N68 87.9600 87.8400 No Design
67 4950ova N49 N50 91.0400 91.0200 No Design
68 4950und N49 N50 90.3500 90.3300 No Design
69 5152ova N51 N52 91.0300 91.0250 No Design
70 5152und N51 N52 89.9600 89.9300 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N48 N50 N52 N1 N4 N8 N13
N25 N28 N29 N30 N31 N32 N33
N36 N42 N44 N45 N47 N55 N56
N63 N64 N66 N58 N59 N61
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
5051 53.2734 0.0137
5253 101.3181 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 54.8120 0.0418
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
L598 1.4897 0.0167
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
4950ova 6.3533 0.0033
4950und 2.1890 0.0033
5152ova 3.7458 0.0008
5152und 6.8731 0.0050
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.35 N50/ 0.00 / 90.33
N51/ 0.00 / 89.96 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75 N60.7/ 0.00 / 90.60
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 5051/ 0.00
5253/ 0.00 5354/ 0.00 5462/ 0.00
5657/ 0.00 5758/ 0.00 5859/ 0.00
5960/ 0.00 6061/ 0.00 6162/ 0.00
6465/ 0.00 6566/ 0.00 6667/ 0.00
L595/ 0.00 L598/ 0.00 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
4950ova/ 0.00 4950und/ 0.00 5152ova/ 0.00
5152und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.35/ 90.35 5051/ 89.96/ 89.96
5253/ 89.53/ 89.53 5354/ 89.18/ 89.18 5462/ 88.92/ 88.92
5657/ 99.23/ 99.23 5758/ 92.44/ 92.44 5859/ 91.60/ 91.60
5960/ 91.16/ 91.16 6061/ 90.60/ 90.60 6162/ 88.92/ 88.92
6465/ 88.08/ 88.08 6566/ 87.78/ 87.78 6667/ 87.61/ 87.61
L595/ 88.75/ 88.75 L598/ 90.50/ 90.50 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
4950ova/ 90.33/ 90.33 4950und/ 90.33/ 90.33 5152ova/ 89.93/ 89.93
5152und/ 89.93/ 89.93
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 10.4976 26.2440 630.0000
N2 7.6873 19.2183 0.0000
N3 26.5690 50.0000 0.0000
N4 22.0561 50.0000 0.0000
N5 38.2605 50.0000 0.0000
N6 24.7742 50.0000 0.0000
N7 23.8959 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 27.3892 50.0000 0.0000
N12 26.2486 50.0000 0.0000
N13 34.4339 50.0000 0.0000
N14 31.7061 50.0000 0.0000
N15 5.6637 14.1593 0.0000
N24 15.8072 39.5179 0.0000
N25 24.7488 50.0000 0.0000
N26 19.2615 48.1537 0.0000
N27 15.3398 38.3494 0.0000
N28 49.1431 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 30.6408 50.0000 0.0000
N33 43.5906 50.0000 0.0000
N34 23.0355 50.0000 0.0000
N35 28.9664 50.0000 0.0000
N36 34.5465 50.0000 0.0000
N37 26.3315 50.0000 0.0000
N38 21.8805 50.0000 0.0000
N39 35.8559 50.0000 0.0000
N41 17.8035 44.5087 0.0000
N42 20.4259 50.0000 0.0000
N43 30.2054 50.0000 0.0000
N44 23.1766 50.0000 0.0000
N45 21.1886 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 16.6473 41.6181 0.0000
N47 15.3351 38.3378 0.0000
N48 21.5404 50.0000 0.0000
N49 14.6426 36.6064 0.0000
N50 15.1793 37.9483 0.0000
N51 14.4216 36.0539 0.0000
N52 15.3830 38.4575 0.0000
N53 17.4805 43.7012 0.0000
N54 24.0338 50.0000 0.0000
N55 0.5292 1.3231 18185.0000
N56 1.0890 2.7225 15.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 27.0778 50.0000 0.0000
N61 30.1022 50.0000 0.0000
N62 26.8661 50.0000 0.0000
N63 0.5758 1.4394 2770.0000
N64 21.4618 50.0000 0.0000
N65 23.4543 50.0000 0.0000
N66 19.7101 49.2752 0.0000
N67 11.6311 29.0778 0.0000
N68 8.7865 21.9664 0.0000
D1 9.3481 23.3701 0.0000
N60.7 15.0265 37.5664 0.0000
The junction requiring the smallest time step was...N55
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 3.5193 3.5193 9.5714 0.0833 0.0137 0.1532 Normal Soln
L2 3.8101 3.8101 11.1719 0.0000 0.0130 0.1135 Normal Soln
L3 5.7877 5.7877 25.1656 0.0000 0.0134 0.1662 Normal Soln
L4 5.1070 5.1070 21.1215 0.0000 0.0178 0.4547 Normal Soln
L5 3.1809 3.1809 11.4065 0.0000 0.0121 0.5146 Normal Soln
L6 3.3722 3.3722 13.3038 0.0000 -0.0389 0.2465 Normal Soln
L7 3.3724 3.3724 35.5903 3.0833 -0.0409 0.1344 Normal Soln
L8 2.9173 2.9173 50.0000 202.3333 -0.0677 0.2262 Normal Soln
L9 4.7682 4.7682 16.8439 0.0000 -0.0191 1.7689 Normal Soln
L10 3.5766 3.5766 16.7121 3.9167 -0.0243 0.0393 Normal Soln
L11 5.6381 5.6381 43.9046 0.0000 0.0628 0.0982 Normal Soln
L12 4.9729 4.9729 50.0000 0.0000 0.0961 0.1398 Normal Soln
L13 5.6350 5.6350 50.0000 0.0000 0.1081 0.2217 Normal Soln
L14 3.8119 3.8119 10.7720 0.0000 0.0782 2.8415 Normal Soln
L15 4.5009 4.5009 18.2131 0.0000 0.1026 0.2498 Normal Soln
L24 6.6585 6.6585 22.6616 0.0000 0.0605 0.2197 Normal Soln
L25 4.7974 4.7974 18.8537 0.0000 0.0738 0.1361 Normal Soln
L26 4.0957 4.0957 12.3277 0.0000 0.0547 0.3142 Normal Soln
L27 4.2935 4.2935 14.5340 0.0000 0.0739 0.0320 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0074 0.0229 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0088 0.0549 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0121 0.0665 Normal Soln
L31 34.8222 34.8222 50.0000 0.0000 0.0251 0.1382 Normal Soln
L32 6.4259 6.4259 20.2554 0.0000 0.0147 1.1087 Normal Soln
L33 6.2139 6.2139 24.3117 0.0000 0.0066 0.1102 Normal Soln
L34 5.9627 5.9627 38.1633 0.0000 0.0229 0.4615 Normal Soln
L35 8.0161 8.0161 24.4114 0.0000 0.0252 0.0824 Normal Soln
L36 6.2311 6.2311 12.3118 0.0000 0.0348 0.0214 Normal Soln
W2637 6.3512 6.3512 25.4855 0.0000 0.0034 0.0198 Normal Soln
L37 7.2258 7.2258 35.8537 0.0000 0.0255 0.0494 Normal Soln
L38 3.8485 3.8485 14.6327 0.0000 0.0604 1.1914 Normal Soln
L39 2.7263 2.7263 11.0432 0.0000 -0.0603 0.1095 Normal Soln
L41 14.2538 14.2538 50.0000 0.0000 0.0579 0.9825 Normal Soln
4243 19.0632 19.0632 50.0000 0.0000 0.0502 0.4360 Normal Soln
4344 15.3304 15.3304 50.0000 0.0000 -0.2347 0.3980 Normal Soln
6869 5.8022 5.8022 32.0212 0.0000 0.0703 0.8028 Normal Soln
4445 8.7885 8.7885 50.0000 0.0000 0.0506 0.2885 Normal Soln
4546 6.5314 6.5314 23.7349 0.0000 0.0539 0.2610 Normal Soln
4647 4.9074 4.9074 17.9329 0.0000 0.0543 1.2984 Normal Soln
4754 8.2883 8.2883 37.6250 0.0000 0.0551 0.3833 Normal Soln
4849 4.6857 4.6857 11.6333 0.0000 0.0109 0.0715 Normal Soln
5051 6.3240 6.3240 17.9507 0.0000 0.0159 0.1276 Normal Soln
5253 6.3702 6.3702 11.4183 0.0000 0.0210 0.0859 Normal Soln
5354 7.6725 7.6725 50.0000 0.0000 0.0347 0.0804 Normal Soln
5462 3.1044 3.1044 43.7436 0.0000 0.0651 0.2588 Normal Soln
5657 5.2191 5.2191 9.0938 0.0000 0.0039 0.0140 Normal Soln
5758 37.8205 37.8205 50.0000 0.0000 0.0044 0.0183 Normal Soln
5859 7.5731 7.5731 16.4616 0.0000 0.0070 0.1050 Normal Soln
5960 7.9334 7.9334 18.6167 0.0000 -0.0088 0.0924 Normal Soln
6061 5.0869 5.0869 31.9495 0.0000 -0.0228 0.0957 Normal Soln
6162 9.2563 9.2563 22.5733 0.0000 -0.0128 0.0447 Normal Soln
6465 8.1106 8.1106 29.7106 0.0000 0.0421 0.3726 Normal Soln
6566 8.6691 8.6691 45.9582 0.0000 0.0476 0.5822 Normal Soln
6667 13.5692 13.5692 50.0000 0.0000 0.0416 0.6788 Normal Soln
L595 1.5358 1.5358 28.4781 0.0000 -0.0897 0.6249 Normal Soln
L598 1.2576 1.2576 3.2754 10.8333 0.0030 1.5243 Normal Soln
5556ova 6.2421 6.2421 9.8678 0.0000 -0.0031 0.1524 Normal Soln
5556unda 2.9559 2.9559 7.7125 0.0000 -0.0067 2.0449 Normal Soln
5663ova 38.1271 38.1271 50.0000 0.0000 0.0034 0.1214 Normal Soln
5663und 15.0086 15.0086 38.3358 0.0000 0.0041 2.2842 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 -0.0045 0.0132 Normal Soln
6364und 14.6986 14.6986 28.0906 0.0000 -0.0444 3.1809 Normal Soln
6264ova 3.8783 3.8783 8.4960 0.0000 0.0427 0.3743 Normal Soln
6264und 1.0780 1.0780 2.5671 68.6667 0.0077 2.2076 Normal Soln
6768ova 3.3092 3.3092 7.6073 0.0000 0.0560 1.4471 Normal Soln
6768und 1.4846 1.4846 4.1683 71.0833 -0.0080 2.1962 Normal Soln
4950ova 3.6839 3.6839 12.6966 0.0000 0.0035 0.1705 Normal Soln
4950und 1.8061 1.8061 7.1435 0.0000 -0.0079 1.2883 Normal Soln
5152ova 4.2425 4.2425 18.7995 0.0000 -0.0040 0.2161 Normal Soln
5152und 1.5599 1.5599 6.0863 0.0000 0.0116 0.6808 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...................................4344
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.03 / 102.86/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.08 / 94.15/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
N69/ 0.10 / 87.78/ N46/ 0.15 / 89.49/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.35/ N50/ 0.00 / 90.33/
N51/ 0.00 / 89.96/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.12 / 88.20/
N66/ 0.22 / 88.00/ N67/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
D1/ 0.04 / 88.79/ N60.7/ 0.00 / 90.60/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.02 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.02*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.03 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.03*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.03 / 6566/ 0.03 / 6667/ 0.03 /
L595/ 0.03*/ L598/ 0.00*/ 5556ova/ 0.00*/
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00*/ 6364und/ 0.00*/ 6264ova/ 0.00 /
6264und/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00*/ 4950und/ 0.00 / 5152ova/ 0.00*/
5152und/ 0.00*/ FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.03 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.42 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.06 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.12 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.24 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.09 / 5354/ 0.01 / 5462/ 0.12 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.42 / 6566/ 0.23 / 6667/ 0.04 /
L595/ 0.08 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.31 / 5663ova/ 0.00 / 5663und/ 0.28 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.34 / 6768ova/ 0.00 / 6768und/ 0.55 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.04 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.04 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.29 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.98 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.51 /
L30/ 2.60 / L31/ 2.23 / L32/ 0.91 /
L33/ 0.07 / L34/ 4.64 / L35/ 0.78 /
L36/ 0.54 / W2637/ 0.01 / L37/ 1.77 /
L38/ 2.28 / L39/ 2.40 / L41/ 2.03 /
4243/ 1.55 / 4344/ 1.51 / 6869/ 2.75 /
4445/ 2.68 / 4546/ 0.78 / 4647/ 2.46 /
4754/ 1.53 / 4849/ 0.24 / 5051/ 0.22 /
5253/ 0.19 / 5354/ 1.48 / 5462/ 3.04 /
5657/ 0.15 / 5758/ 0.26 / 5859/ 0.07 /
5960/ 0.11 / 6061/ 0.13 / 6162/ 0.05 /
6465/ 0.88 / 6566/ 1.23 / 6667/ 4.27 /
L595/ 4.68 / L598/ 1.20 / 5556ova/ 0.00 /
5556unda/ 0.15 / 5663ova/ 0.01 / 5663und/ 0.15 /
6364ova/ 0.00 / 6364und/ 0.29 / 6264ova/ 0.04 /
6264und/ 0.57 / 6768ova/ 0.01 / 6768und/ 0.52 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.01 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.03 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.08 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.10 / N45/ 0.14 /
N69/ 0.10 / N46/ 0.15 / N47/ 0.15 /
N48/ 0.01 / N49/ 0.06 / N50/ 0.00 /
N51/ 0.11 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.14 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.85 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
N69/ 22.22 / N46/ 20.51 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.80 /
N66/ 11.00 / N67/ 11.00 / N68/ 11.06 /
D1/ 21.21 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.91 / N2/ 0.73 / N3/ 0.83 /
N4/ 1.10 / N5/ 1.06 / N6/ 0.76 /
N7/ 1.31 / N8/ 1.84 / N9/ 2.27 /
N10/ 1.93 / N11/ 0.97 / N12/ 1.57 /
N13/ 2.17 / N14/ 2.72 / N15/ 0.58 /
N24/ 0.77 / N25/ 0.74 / N26/ 1.15 /
N27/ 0.73 / N28/ 0.42 / N29/ 0.53 /
N30/ 0.55 / N31/ 0.90 / N32/ 1.29 /
N33/ 0.41 / N34/ 1.04 / N35/ 1.03 /
N36/ 0.76 / N37/ 1.17 / N38/ 1.47 /
N39/ 1.42 / N41/ 1.41 / N42/ 1.38 /
N43/ 1.22 / N44/ 1.35 / N45/ 1.61 /
N69/ 2.02 / N46/ 1.92 / N47/ 1.90 /
N48/ 0.65 / N49/ 0.88 / N50/ 0.89 /
N51/ 1.26 / N52/ 1.28 / N53/ 1.68 /
N54/ 2.03 / N55/ 1.14 / N56/ 1.15 /
N57/ 0.04 / N58/ 0.23 / N59/ 0.23 /
N60/ 0.32 / N61/ 0.71 / N62/ 2.29 /
N63/ 1.33 / N64/ 1.40 / N65/ 1.89 /
N66/ 2.14 / N67/ 2.28 / N68/ 2.02 /
D1/ 2.46 / N60.7/ 0.88 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.63 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.16 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.20 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.31 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.25 / L39/ 0.37 / L41/ 0.15 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.26 /
4445/ 0.19 / 4546/ 0.06 / 4647/ 0.21 /
4754/ 0.11 / 4849/ 0.01 / 5051/ 0.02 /
5253/ 0.01 / 5354/ 0.12 / 5462/ 0.23 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.12 / 6667/ 0.69 /
L595/ 0.35 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
6364ova/ 0.00 / 6364und/ 0.02 / 6264ova/ 0.00 /
6264und/ 0.04 / 6768ova/ 0.00 / 6768und/ 0.03 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.67 / L6/ 18.90 /
L7/ 69.66 / L8/ 143.57 / L9/ 0.31 /
L10/ 26.25 / L11/ 83.35 / L12/ 159.26 /
L13/ 207.24 / L14/ 0.29 / L15/ 4.14 /
L24/ 0.80 / L25/ 1.03 / L26/ 0.88 /
L27/ 2.25 / L28/ 1.95 / L29/ 5.89 /
L30/ 29.37 / L31/ 12.44 / L32/ 1.29 /
L33/ 0.01 / L34/ 5.34 / L35/ 1.29 /
L36/ 0.66 / W2637/ 0.00 / L37/ 4.25 /
L38/ 3.44 / L39/ 3.74 / L41/ 8.12 /
4243/ 6.13 / 4344/ 4.73 / 6869/ 5.10 /
4445/ 6.25 / 4546/ 1.55 / 4647/ 4.20 /
4754/ 3.30 / 4849/ 0.13 / 5051/ 0.32 /
5253/ 0.18 / 5354/ 3.59 / 5462/ 2.73 /
5657/ 0.00 / 5758/ 0.19 / 5859/ 0.04 /
5960/ 0.05 / 6061/ 0.03 / 6162/ 0.05 /
6465/ 2.06 / 6566/ 4.17 / 6667/ 34.70 /
L595/ 2.10 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.06 /
6364ova/ 0.00 / 6364und/ 2.18 / 6264ova/ 0.00 /
6264und/ 0.70 / 6768ova/ 0.00 / 6768und/ 0.48 /
4950ova/ 0.00 / 4950und/ 0.08 / 5152ova/ 0.00 /
5152und/ 0.13 /
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/ 0.03 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.06 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.06 / 4344/ 0.06 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.01 / 5462/ 0.01 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.06 / 6566/ 0.08 / 6667/ 0.15 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.01 /
6364ova/ 0.00 / 6364und/ 0.04 / 6264ova/ 0.00 /
6264und/ 0.05 / 6768ova/ 0.00 / 6768und/ 0.04 /
4950ova/ 0.00 / 4950und/ 0.00 / 5152ova/ 0.00 /
5152und/ 0.00 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.86/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.15/
L33/ 97.52/ 97.12 L34/ 94.15/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.78/
4445/ 90.09/ 89.84 4546/ 89.84/ 89.49 4647/ 89.49/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 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/ 90.70 6162/ 90.51/ 88.94/
6465/ 88.77/ 88.20 6566/ 88.20/ 88.00 6667/ 88.00/ 88.00/
L595/ 88.94/ 88.79 L598/ 90.60/ 90.51 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.01/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.79/ 88.77 6768ova/ 87.94/ 87.94 6768und/ 88.00/ 87.94/
4950ova/ 90.33/ 90.33 4950und/ 90.35/ 90.33 5152ova/ 89.94/ 89.94/
5152und/ 89.96/ 89.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 12806
Total number of time steps during simulation.... 11578
Ratio of actual # of time steps / NTCYC......... 2.680
Average number of iterations per time step...... 1.106
Average time step size(seconds)................ 1.866
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.819
Average minimum implicit time step (sec)........ 2.431
Average minimum junction time step (sec)........ 2.431
Average Courant Factor Tf....................... 2.431
Number of times omega reduced................... 211
*=========================================================*
| 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 1.12 12981 2 8 0 0 0
N2 0 1.13 13133 5 14 1 0 0
N3 0 1.12 13008 0 8 0 0 0
N4 0 1.14 13153 0 6 0 0 0
N5 0 1.23 14265 0 12 1 0 0
N6 0 1.58 18325 0 12 3 0 0
N7 0 2.30 26579 0 15 7 0 0
N8 0 3.01 34842 118 17 48 0 0
N9 0 2.43 28128 38 14 20 0 0
N10 0 1.15 13311 0 7 0 0 0
N11 0 1.65 19106 0 31 2 1 0
N12 0 2.41 27859 0 11 1 0 0
N13 0 2.75 31873 1 22 4 0 0
N14 0 2.18 25254 1 12 3 0 0
N15 0 1.09 12671 0 7 0 0 0
N24 0 1.13 13061 0 14 1 0 0
N25 0 1.10 12728 0 7 0 0 0
N26 0 1.31 15132 1 10 1 0 0
N27 0 1.13 13091 0 7 0 0 0
N28 0 1.07 12438 0 6 0 0 0
N29 0 1.13 13125 1 13 2 0 0
N30 0 1.15 13357 0 14 1 0 0
N31 0 1.09 12666 0 15 2 0 0
N32 0 1.12 12942 0 7 0 0 0
N33 0 1.11 12873 0 6 0 0 0
N34 0 1.15 13364 0 9 0 0 0
N35 0 1.20 13917 0 6 0 0 0
N36 0 1.12 12946 0 7 0 0 0
N37 0 1.20 13872 0 8 0 0 0
N38 0 1.22 14102 0 19 1 0 0
N39 0 1.13 13105 0 9 0 0 0
N41 0 1.16 13474 0 9 0 0 0
N42 0 1.16 13471 2 18 1 0 0
N43 0 1.16 13424 0 7 0 0 0
N44 0 1.17 13522 0 6 0 0 0
N45 0 1.16 13460 0 5 0 0 0
N69 0 1.25 14527 3 8 0 0 0
N46 0 1.20 13858 0 6 0 0 0
N47 0 1.20 13930 0 6 0 0 0
N48 0 1.17 13567 0 6 0 0 0
N49 0 1.48 17159 0 9 0 0 0
N50 0 1.46 16914 0 6 0 0 0
N51 0 1.66 19223 0 7 0 0 0
N52 0 1.64 18982 0 7 0 0 0
N53 0 1.82 21073 0 6 0 0 0
N54 0 1.91 22102 1 8 0 0 0
N55 0 1.14 13221 1 7 0 0 0
N56 0 1.35 15642 0 21 2 0 0
N57 0 1.13 13139 0 6 0 0 0
N58 0 1.12 12969 0 30 1 1 0
N59 0 1.11 12856 0 11 1 0 0
N60 0 1.22 14095 0 7 0 0 0
N61 0 1.27 14683 0 6 0 0 0
N62 0 2.35 27253 0 17 1 0 0
N63 0 1.33 15437 7 32 39 1 0
N64 0 1.35 15642 0 25 41 2 0
N65 0 1.19 13722 0 6 0 0 0
N66 0 1.27 14683 0 6 0 0 0
N67 0 1.36 15770 2 9 0 0 0
N68 0 1.28 14812 1 10 1 0 0
D1 0 2.08 24046 27 9 0 0 0
N60.7 0 1.24 14397 0 12 1 0 0
Total number of iterations for all junctions.. 1008260
Minimum number of possible iterations......... 717836
Efficiency of the simulation.................. 1.40
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.7366 0 25 0.0000 6.2634 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4404 0 25 0.0000 7.5596 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.2116 0 25 0.0000 8.7884 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5645 0 25 0.0000 9.4355 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0979 0 25 0.0000 9.9021 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6168 0 25 0.0000 10.3832 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6392 0 25 0.0000 10.3608 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6401 0 25 0.0000 10.3599 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6411 0 25 0.0000 10.3589 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9337 0 25 0.0000 11.0663 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6673 0 25 0.0000 12.3327 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6714 0 25 0.0000 12.3286 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6730 0 25 0.0000 12.3270 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6738 0 25 0.0000 12.3262 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0375 0 26 0.0000 14.9625 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.8037 0 26 0.0000 15.1963 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.3289 0 25 0.0000 15.6711 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 94.0008 0 26 0.0000 15.9992 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.4718 0 27 0.0000 16.5282 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.9239 0 26 0.0000 9.0761 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 114.0288 0 27 0.0000 5.9712 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0464 0 31 0.0000 3.9536 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.4050 0 30 0.0000 11.5950 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0875 0 34 0.0000 13.9125 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9237 0 25 0.0000 12.0763 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.1123 0 34 0.0000 14.8877 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 95.0029 0 34 0.0000 14.9971 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7424 0 34 0.0000 16.2576 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4824 0 27 0.0000 16.5176 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.4656 0 27 0.0000 16.5344 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.4043 0 28 0.0000 16.5957 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2856 0 28 0.0000 16.7144 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.8634 0 29 0.0000 17.1366 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8702 0 30 0.0000 18.1298 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.3538 0 32 0.0000 18.6462 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.3072 0 33 0.0000 18.6928 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.6968 0 36 0.0000 20.3032 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.2568 0 33 0.0000 18.7432 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.2246 0 33 0.0000 8.7754 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.2341 0 33 0.0000 7.7659 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.2300 0 33 0.0000 7.7700 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.2213 0 33 0.0000 7.7787 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.2197 0 33 0.0000 7.7803 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.2128 0 34 0.0000 7.7872 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.2130 0 33 0.0000 7.7870 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.2130 0 34 0.0000 7.7870 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0566 0 25 0.0000 9.9434 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5548 0 25 0.0000 10.4452 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2655 0 25 0.0000 10.7345 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6725 0 26 0.0000 6.3275 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8337 0 24 0.0000 7.1663 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.4805 0 28 0.0000 7.5195 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.2123 0 33 0.0000 7.7877 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.2112 0 34 0.0000 7.7888 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0755 0 25 0.0000 1.9245 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 90.0349 0 35 0.0000 8.9651 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.9667 0 36 0.0000 9.0333 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.9215 0 36 0.0000 9.0785 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.8857 0 36 0.0000 9.1143 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.8568 0 36 0.0000 9.1432 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.2106 0 33 0.0000 18.7894 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.4812 0 28 0.0000 8.5188 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 1.7766 0 25 1.0973 0 25 0.0747 103.7365 102.4404 .4533 .3652
L2 31.3792 2.1255 2000.000 1.7687 0 25 0.9846 0 25 0.0564 102.4404 101.2116 .3652 .4158
L3 21.1637 1.3610 2000.000 1.7554 0 25 0.6360 0 25 0.0829 101.2116 100.5645 .4158 .5522
L4 14.8201 1.0611 2000.000 3.3396 0 25 0.7576 0 25 0.2253 100.5645 100.0979 .5522 .5289
L5 14.1212 0.8828 2000.000 3.3234 0 25 0.8768 0 25 0.2353 100.0979 99.6168 .5289 .3784
L6 107.6004 6.2305 2000.000 3.4024 0 25 0.7712 0 25 0.0316 99.6168 99.6392 .3784 .6546
L7 212.9831 7.4760 2500.000 3.4020 0 25 0.2966 0 25 0.0160 99.6392 99.6401 .5237 .7361
L8 226.7844 7.2108 2500.000 3.8842 0 25 0.1800 0 25 0.0171 99.6401 99.6411 .7360 .9084
L9 5.4768 0.2939 750.0000 3.7473 0 25 0.5938 0 25 0.6842 99.6411 99.4326 .5614 .2968
L10 230.8083 6.4935 2000.000 3.7445 0 25 0.5985 0 25 0.0162 98.9337 97.6673 .1168 .4837
L11 134.5580 5.4445 2000.000 3.7723 0 25 0.3760 0 25 0.0280 97.6673 97.6714 .4837 .7857
L12 167.9513 6.1273 2500.000 3.8201 0 26 0.2508 0 26 0.0227 97.6713 97.6730 .6285 .8692
L13 106.1819 4.1028 2750.000 5.1802 0 25 0.2808 0 25 0.0488 97.6730 97.6738 .7902 .9905
L14 3.7006 0.2681 800.0000 5.1475 0 25 0.9284 0 25 1.3910 97.6738 97.5365 .6673 .5082
L15 41.4767 1.7783 1500.000 5.1441 0 26 0.7138 0 25 0.1240 95.0375 94.8037 .3850 .5158
L24 46.8109 1.7908 2000.000 5.1195 0 26 0.8826 0 26 0.1094 94.8037 94.3289 .3869 .3695
L25 97.5504 2.8626 2500.000 6.6115 0 25 0.8487 0 25 0.0678 94.3289 94.0008 .2956 .4603
L26 39.8090 1.2386 3000.000 6.1994 0 26 1.2169 0 25 0.1557 94.0008 93.4718 .3836 .2439
L27 416.5903 6.9969 3500.000 6.1338 0 26 0.9977 0 14 0.0147 93.4718 93.4656 .2091 .4187
Section 4
L28 142.9406 2.4129 2000.000 1.6201 0 26 0.7895 0 43 0.0113 120.9239 114.0288 .2120 .2644
L29 111.2914 2.2238 2000.000 2.9662 0 28 1.0928 0 23 0.0267 114.0288 106.0464 .2644 .2732
L30 121.4510 2.4983 2000.000 4.0414 0 31 0.7106 0 20 0.0333 106.0464 98.4050 .2732 .4525
L31 81.3908 1.8198 2000.000 5.6305 0 30 0.5653 0 15 0.0692 98.4050 96.0875 .4525 .6438
L32 10.6189 1.0497 1500.000 5.8924 0 34 1.0368 0 34 0.5549 96.0875 95.1123 .8583 .6948
L33 13.2107 0.8025 900.0000 0.6390 0 25 0.4113 0 25 0.0484 97.9237 97.3597 .4596 .2663
L34 27.1462 0.7567 2000.000 6.1944 0 34 0.4586 0 33 0.2282 95.1123 95.0029 .5211 .5165
L35 151.1332 2.3985 2800.000 6.1929 0 34 0.8807 0 34 0.0410 95.0029 93.7424 .3689 .2723
L36 604.2278 7.2058 3400.000 6.4541 0 34 1.4643 0 14 0.0107 93.7424 93.4824 .2242 .3448
W2637 41.0450 1.2356 2000.000 0.4034 0 26 0.3924 0 26 0.0098 94.0008 93.7489 .1404 .0645
L37 268.7941 4.1638 3600.000 6.5564 0 33 0.6554 0 42 0.0244 93.4824 93.4656 .3257 .4071
L38 20.3679 0.8611 2000.000 12.0332 0 27 0.9568 0 25 0.5908 93.4656 93.4043 .7328 .7121
L39 220.6626 2.1612 4000.000 -11.9957 0 27 -0.9056 0 26 -0.0544 93.4043 93.2856 .3061 .3264
L41 24.3580 0.8853 2000.000 11.9368 0 28 0.7843 0 27 0.4901 93.2856 92.8634 .7028 .6917
4243 57.3946 1.4914 2000.000 12.5221 0 29 0.7976 0 28 0.2182 92.8634 91.8702 .6917 .6101
4344 63.4676 1.7564 2000.000 12.4005 0 30 0.8786 0 26 0.1954 91.8702 91.3538 .6101 .6769
6869 43.1813 0.6276 2800.000 17.3196 0 36 0.6246 0 36 0.4011 89.8568 89.6968 .7203 .7203
4445 86.8567 1.9041 2500.000 12.4261 0 31 0.6541 0 23 0.1431 91.3538 91.3072 .5415 .6429
4546 96.3889 3.0307 2500.000 12.5563 0 32 1.0533 0 21 0.1303 91.3072 91.2568 .6429 .7667
4647 19.5453 0.7456 2500.000 12.5133 0 32 1.1153 0 20 0.6402 91.2568 91.2246 .7667 .7618
4754 69.8137 1.6227 2500.000 12.6559 0 32 0.8239 0 19 0.1813 91.2246 91.2130 .7618 .8132
4849 68.7768 2.2981 2000.000 2.2347 0 25 1.0320 0 23 0.0325 91.2341 91.2300 .3270 .4100
5051 53.2734 2.2916 2000.000 2.7917 0 24 1.0591 0 21 0.0524 91.2213 91.2197 .4457 .5748
5253 101.3181 4.3724 2000.000 2.6051 0 25 1.7518 0 16 0.0257 91.2128 91.2130 .6414 .8415
5354 215.9379 3.0206 2500.000 1.9947 0 35 0.4607 0 12 0.0092 91.2130 91.2130 .6732 .7812
5462 217.9611 2.6925 2500.000 14.6248 0 33 0.2744 2 44 0.0671 91.2129 91.2113 .7812 .9165
5657 69.9273 5.9238 400.0000 0.4819 0 25 0.6599 0 25 0.0069 99.5548 99.2655 .0620 .0887
5758 51.4571 6.0705 500.0000 0.4715 0 25 0.2531 0 25 0.0092 99.2655 92.6725 .0710 .4650
5859 18.9395 2.2745 1000.000 0.9820 0 26 1.0936 0 26 0.0518 92.6725 91.8337 .2325 .2337
5960 27.1929 2.5298 1000.000 1.2485 0 24 0.9148 0 24 0.0459 91.8337 91.4805 .2337 .3205
6061 54.8120 3.2856 1000.000 1.0907 0 25 0.3496 0 5 0.0199 91.4805 91.4811 .3205 .7811
6162 84.2671 4.7255 2000.000 1.1855 0 27 1.3305 0 11 0.0141 91.2123 91.2113 .3561 1.145 *
6465 90.4168 2.4565 2400.000 16.7456 0 34 1.0771 0 32 0.1852 90.0349 89.9667 .5854 .7861
6566 57.6108 1.7304 2400.000 16.6502 0 35 0.7628 0 14 0.2890 89.9667 89.9215 .7861 .8923
6667 54.3218 0.8545 2400.000 17.3953 0 35 0.3228 0 35 0.3202 89.9215 89.8857 .8923 .9482
L595 217.9611 2.6925 2500.000 15.5675 0 33 0.2109 0 33 0.0714 91.2112 91.2106 .9165 .9842
L598 1.4897 2.7588 450.0000 0.9930 0 28 1.8322 0 28 0.6666 91.4811 91.2123 1.958 1.582
5556ova 8.0165 3.7039 500.0000 0.6089 0 25 1.6217 0 25 0.0760 100.0566 99.6061 .4133 .4123
5556unda 0.2730 2.4721 375.0000 0.2320 0 25 2.0746 0 25 0.8497 100.0566 99.5548 3.031 2.892
5663ova 7.0634 3.0050 500.0000 0.4251 0 25 1.2527 0 25 0.0602 99.5548 98.1542 .3096 .3084
5663und 0.2114 1.9145 375.0000 0.2364 0 25 2.1651 0 25 1.1180 99.5548 97.3430 3.079 .9145
6364ova 109.2892 6.1392 1800.000 0.6568 0 25 0.8936 0 25 0.0060 97.0755 90.0349 .0420 .0749
6364und 0.6735 4.2350 450.0000 0.6279 0 12 3.9159 0 12 0.9322 97.0755 90.0349 2.945 3.122
6264ova 48.9163 1.4846 800.0000 9.0758 0 33 1.1772 0 33 0.1855 91.2106 91.1445 .4132 .3556
6264und 3.2349 3.4667 1090.000 3.3532 0 28 3.5059 0 28 1.0366 91.2106 90.0349 2.257 1.288
6768ova 22.4678 1.2234 600.0000 16.2566 0 36 1.3146 0 29 0.7236 89.8857 89.8568 .8096 .7946
6768und 3.2349 3.4667 1090.000 2.0535 0 23 2.1592 0 23 0.6348 89.8857 89.8568 1.766 1.850
4950ova 6.3533 1.3811 500.0000 0.5398 0 32 0.4729 0 30 0.0850 91.2300 91.2213 .3800 .4027
4950und 2.1890 1.6215 450.0000 1.0561 0 25 0.8403 0 23 0.4825 91.2300 91.2213 1.955 1.980
5152ova 3.7458 0.7019 500.0000 0.4029 0 33 0.3192 0 32 0.1076 91.2197 91.2128 .3793 .3755
5152und 6.8731 2.7770 825.0000 1.3045 0 25 0.9858 0 21 0.1898 91.2197 91.2128 1.526 1.554
FREE # 1 Undefnd Undefnd Undefn 17.3196 0 36
*==================================================*
| 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 0.3309 1.6193 0.8973
L2 0.0000 360.0000 0.0000 0.0000 0.3492 1.7983 0.7679
L3 0.0000 360.0000 0.0000 0.0000 0.4308 2.7641 0.6150
L4 0.0000 360.0000 0.0000 0.0000 0.5473 4.4115 0.8181
L5 0.0000 360.0000 0.0000 0.0000 0.4920 3.8018 0.7932
L6 0.0000 360.0000 0.0000 0.0000 0.4662 4.4221 0.7901
L7 0.0000 360.0000 0.0000 0.0000 0.7692 11.5039 0.4643
L8 0.0000 360.0000 0.0000 0.0000 1.0447 21.5859 0.3660
L9 0.0000 0.0000 0.0000 360.0000 0.2269 6.3130 0.1909
L10 0.0000 360.0000 0.0000 0.0000 0.4201 6.2585 0.3589
L11 0.0000 360.0000 0.0000 0.0000 0.6194 10.0555 0.4763
L12 0.0000 360.0000 0.0000 0.0000 0.9116 15.2572 0.4686
L13 0.0000 360.0000 0.0000 0.0000 0.8747 18.4551 0.6873
L14 0.0000 0.0000 0.0000 360.0000 0.2740 5.5464 0.4363
L15 0.0000 360.0000 0.0000 0.0000 0.4751 7.2242 0.4809
L24 0.0000 360.0000 0.0000 0.0000 0.4414 5.8030 0.6667
L25 0.0000 360.0000 0.0000 0.0000 0.6006 7.7970 0.8012
L26 0.0000 360.0000 0.0000 0.0000 0.5724 5.1383 1.1276
L27 0.0000 360.0000 0.0000 0.0000 0.5508 6.9760 0.9889
L28 0.0000 360.0000 0.0000 0.0000 0.2462 2.2974 0.3379
L29 0.0000 360.0000 0.0000 0.0000 0.3389 2.7789 0.5703
L30 0.0000 360.0000 0.0000 0.0000 0.3709 5.9406 0.4937
L31 0.0000 360.0000 0.0000 0.0000 0.4214 12.0910 0.5186
L32 0.0000 360.0000 0.0000 0.0000 0.4925 5.6834 1.2077
L33 0.0000 0.0000 0.0000 360.0000 0.1362 1.5535 0.1344
L34 0.0000 360.0000 0.0000 0.0000 0.6193 13.5098 0.4758
L35 0.0000 360.0000 0.0000 0.0000 0.3171 7.0315 0.7906
L36 0.0000 360.0000 0.0000 0.0000 0.3583 8.5786 0.7677
W2637 334.5278 0.0000 0.0000 25.4722 0.1286 1.0282 0.0804
L37 0.0000 360.0000 0.0000 0.0000 0.7148 11.2398 0.7977
L38 0.0000 360.0000 0.0000 0.0000 0.7266 12.7409 1.3672
L39 0.0000 141.4167 218.5833 0.0000 0.7609 13.3557 1.1372
L41 0.0000 360.0000 0.0000 0.0000 0.9016 15.2475 1.0913
4243 0.0000 360.0000 0.0000 0.0000 0.5562 15.7200 1.0357
4344 1.2083 358.7917 0.0000 0.0000 0.6130 15.5352 1.0552
6869 7.7500 352.2500 0.0000 0.0000 0.8484 27.7297 1.2596
4445 0.2083 359.7917 0.0000 0.0000 1.0002 21.1620 0.8705
4546 0.2083 359.7917 0.0000 0.0000 0.9380 17.1792 1.2893
4647 1.1250 358.8750 0.0000 0.0000 1.0507 16.2617 1.4723
4754 0.2083 359.7917 0.0000 0.0000 1.0853 27.8605 0.8951
4849 0.2083 58.4583 0.0000 301.3333 0.4338 5.3321 0.4248
5051 0.2083 75.6833 0.0000 284.1083 0.7514 8.4189 0.3875
5253 0.2083 359.7917 0.0000 0.0000 0.8106 12.6434 0.4920
5354 0.2083 356.6667 0.0000 3.1250 1.3859 47.6400 0.1082
5462 3.2917 356.7083 0.0000 0.0000 1.3492 61.4859 0.5046
5657 334.2056 25.7944 0.0000 0.0000 0.0245 0.7318 0.0198
5758 260.2778 99.7222 0.0000 0.0000 0.1123 1.8816 0.0335
5859 0.2083 359.7917 0.0000 0.0000 0.1663 0.8982 0.2419
5960 0.2083 359.7917 0.0000 0.0000 0.1826 1.6972 0.1990
6061 0.2083 69.8333 0.0000 289.9583 0.3832 7.2508 0.0867
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.7101 0.5675
6465 0.2083 359.7917 0.0000 0.0000 0.8044 15.8038 1.7529
6566 0.2083 359.7917 0.0000 0.0000 1.0605 24.0698 1.3953
6667 0.2083 359.7917 0.0000 0.0000 1.1409 53.9812 0.7122
L595 0.8750 359.1250 0.0000 0.0000 1.3822 73.8386 0.5005
L598 1.3333 358.6667 0.0000 0.0000 0.2306 0.5920 1.4125
5556ova 318.1500 16.5000 0.0000 25.3500 0.0888 0.3776 0.3330
5556unda 0.2083 61.8583 0.0000 297.9333 0.1085 0.1136 2.3041
5663ova 312.2104 0.0000 0.0000 47.7896 0.0848 0.3396 0.1934
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6213
6364ova 327.6519 14.6500 0.0000 17.6981 0.0828 0.8310 0.0669
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 5.0594
6264ova 316.9833 0.0000 0.0000 43.0167 0.1997 7.7197 0.3615
6264und 1.4167 358.5833 0.0000 0.0000 0.3306 0.9573 6.5456
6768ova 289.7708 23.0833 0.0000 47.1458 0.3300 13.3014 0.5882
6768und 7.6667 352.3333 0.0000 0.0000 0.3315 0.9578 3.0330
4950ova 328.4500 31.3333 0.0000 0.2167 0.1426 1.2132 0.0873
4950und 1.1250 358.8750 0.0000 0.0000 0.3121 1.4761 0.4506
5152ova 328.0833 31.8167 0.0000 0.1000 0.1224 1.2684 0.0599
5152und 1.1250 358.8750 0.0000 0.0000 0.4948 2.7124 0.4522
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
L1 0.1342 2899.5311 0.0018 1.0000 0.3233 0.1010 0.2494 11.9437
L2 0.1344 2903.4428 0.0019 1.0000 0.2767 0.1018 0.2873 11.9437
L3 0.1346 2906.5333 0.0021 1.0000 0.1747 0.1265 0.4438 11.9437
L4 0.2534 5473.3155 0.0033 1.0000 0.1062 0.1682 0.7779 11.9437
L5 0.2539 5484.5981 0.0038 1.0000 0.0749 0.2530 1.1633 11.9437
L6 0.2540 5486.3190 0.0108 1.0000 0.0456 0.3435 2.4878 2.8000
L7 0.2540 5485.7390 0.0126 1.0000 0.0122 0.6242 7.8724 2.7871
L8 0.2854 6165.1531 0.0214 1.0000 0.0059 0.8772 16.2380 2.7869
L9 0.2855 6166.8089 0.0043 1.0000 0.2505 0.0592 1.2479 5.9719
L10 0.2856 6169.0563 0.0044 1.0000 0.0834 0.2695 3.8373 6.1776
L11 0.2852 6159.5991 0.0063 1.0000 0.0179 0.5035 6.9854 2.7916
L12 0.2841 6136.0614 0.0099 1.0000 0.0088 0.7943 11.8733 2.7894
L13 0.3907 8438.0870 0.0112 1.0000 0.0085 0.8508 14.3113 2.7920
L14 0.3902 8428.3363 0.0045 1.0000 0.2579 0.1257 1.1309 5.9718
L15 0.3908 8440.3347 0.0048 1.0000 0.1283 0.1455 1.6722 7.9866
L24 0.3911 8447.9700 0.0046 1.0000 0.2387 0.1106 1.0276 7.9625
L25 0.5118 11054.678 0.0066 1.0000 0.1856 0.1582 1.5138 7.9842
L26 0.5055 10917.996 0.0057 1.0000 0.2678 0.1656 1.0317 7.9625
L27 0.5062 10933.704 0.0061 1.0000 0.1487 0.1962 1.6426 3.9812
L28 0.1565 3380.2922 0.0018 1.0000 0.3781 0.0784 0.4078 7.9625
L29 0.2922 6312.2973 0.0027 1.0000 0.3242 0.1065 0.6135 7.9625
L30 0.4978 10751.864 0.0040 1.0000 0.2533 0.1687 1.4996 7.9625
L31 0.7011 15144.360 0.0058 1.0000 0.1562 0.1955 2.7334 7.9625
L32 0.7573 16357.708 0.0052 1.0000 0.2729 0.2266 1.4624 9.9531
L33 0.0434 937.7243 0.0008 1.0000 0.3422 0.0369 0.2080 11.9437
L34 0.8025 17334.003 0.0059 1.0000 0.0730 0.2761 4.5821 9.9531
L35 0.8040 17365.954 0.0056 1.0000 0.3170 0.1598 1.8172 9.9531
L36 0.8433 18216.025 0.0061 1.0000 0.5485 0.1381 1.6498 3.5831
W2637 0.0075 161.2747 0.0003 0.1177 0.0405 0.0070 0.0459 0.1000
L37 0.8533 18432.305 0.0061 1.0000 0.1829 0.2494 2.6401 3.5831
L38 1.3622 29423.939 0.0112 1.0000 0.1717 0.2808 2.9783 3.5831
L39 -1.3634 -29449.28 0.0112 1.0000 0.0000 0.2720 3.3784 7.9625
L41 1.3691 29572.672 0.0107 1.0000 0.1618 0.3045 3.9707 7.9625
4243 1.4498 31316.508 0.0109 0.9994 0.2309 0.2257 3.5712 5.1514
4344 1.4576 31484.644 0.0113 0.9971 0.2580 0.2273 3.6274 0.0755
6869 2.2579 48771.170 0.0138 0.9838 0.1247 0.4070 7.4858 0.1452
4445 1.4942 32274.637 0.0109 0.9994 0.1336 0.3420 5.9933 4.5073
4546 1.5245 32929.901 0.0108 0.9994 0.3018 0.3327 4.3600 3.2196
4647 1.5260 32960.917 0.0106 0.9974 0.1374 0.4097 4.6922 0.0510
4754 1.5528 33539.425 0.0111 0.9994 0.2431 0.3796 7.4781 3.2195
4849 0.1782 3850.1400 0.0024 0.9994 0.4877 0.1116 1.0642 3.2195
5051 0.2395 5173.8866 0.0031 0.9994 0.7020 0.2024 2.0108 3.2195
5253 0.2585 5584.4458 0.0039 0.9994 0.5052 0.2460 3.0973 1.9318
5354 0.2605 5626.1125 0.0074 0.9993 0.0571 0.4251 13.4363 3.0955
5462 1.8160 39224.628 0.0224 0.9929 0.1878 0.4852 18.2362 0.0810
5657 0.0125 270.1562 0.0004 0.1180 0.1312 0.0015 0.0453 0.0200
5758 0.0125 270.6050 0.0005 0.4483 0.0328 0.0171 0.2737 0.0350
5859 0.0601 1298.1618 0.0011 0.9994 0.4103 0.0347 0.1502 3.8634
5960 0.0735 1587.7111 0.0012 0.9994 0.3726 0.0296 0.2142 3.2195
6061 0.0737 1592.5126 0.0022 0.9993 0.6506 0.0586 0.9401 3.0955
6162 0.0970 2095.0365 0.0017 0.9994 0.1501 0.2056 2.5995 3.2197
6465 2.1116 45609.880 0.0153 0.9994 0.3088 0.3297 4.6388 3.2195
6566 2.1142 45667.232 0.0149 0.9990 0.1658 0.4510 7.8971 3.7145
6667 2.2490 48578.227 0.0161 0.9994 0.0488 0.5528 19.0473 5.1513
L595 1.9122 41304.442 0.0540 0.9978 0.0958 0.5544 22.9874 1.4190
L598 0.0741 1600.6657 0.0009 0.9971 0.3042 0.0696 0.1814 0.3508
5556ova 0.0271 585.1261 0.0005 0.1959 0.1998 0.0125 0.0332 0.0201
5556unda 0.0361 779.6019 0.0003 0.9994 1.3314 0.0405 0.0335 0.9015
5663ova 0.0316 682.6436 0.0004 0.2268 0.2095 0.0136 0.0485 0.0201
5663und 0.0417 900.4444 0.0003 0.9994 1.2060 0.0463 0.0355 0.9015
6364ova 0.0284 614.0603 0.0006 0.1497 0.1168 0.0090 0.0902 0.0500
6364und 0.0895 1934.0376 0.0011 0.9994 1.1848 0.0696 0.0729 0.9015
6264ova 0.5002 10803.255 0.0064 0.2229 0.1466 0.0282 0.9279 0.0200
6264und 1.4125 30510.324 0.0033 0.9969 0.6515 0.1904 0.4587 0.3508
6768ova 1.3817 29844.298 0.0112 0.3477 0.2320 0.0660 2.2161 0.0200
6768und 0.8742 18882.888 0.0039 0.9838 0.4997 0.1903 0.4963 0.0140
4950ova 0.0203 439.5009 0.0004 0.1634 0.0446 0.0138 0.1066 0.0218
4950und 0.1582 3416.6702 0.0013 0.9973 1.0142 0.0809 0.4532 0.0120
5152ova 0.0143 308.6697 0.0003 0.1653 0.0304 0.0122 0.1073 0.0216
5152und 0.2255 4871.1426 0.0021 0.9974 0.6929 0.1302 0.8226 0.0120
FREE # 1 2.2582 48777.138
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 1.7622 0.0000 1.2431 0.6771 0.8445 103.7345 102.4370 Max Flow
L2 1.7465 0.0000 0.9773 0.5888 0.7266 102.4368 101.2058 Max Flow
L3 1.7209 0.0000 0.4405 0.5848 0.8248 101.2055 100.5600 Max Flow
L4 3.2989 0.0000 0.4622 0.6804 1.0968 100.5597 100.0897 Max Flow
L5 3.2531 0.0000 0.4391 0.5992 1.1126 100.0894 99.6121 Max Flow
L6 3.1679 0.0000 0.0224 0.6714 0.5716 99.6112 99.6307 Max Flow
L7 3.2806 0.0000 0.0016 0.6276 0.5220 99.6314 99.6348 Max Flow
L8 3.7774 0.0000 0.0004 0.6362 0.5402 99.6348 99.6363 Max Flow
L9 3.6210 0.0000 0.1819 0.2197 0.6479 99.6360 99.4297 Max Flow
L10 3.5975 0.0000 0.0701 0.2737 0.2269 98.9282 97.6648 Max Flow
L11 3.5722 0.0000 0.0058 0.5795 0.5266 97.6647 97.6682 Max Flow
L12 3.5609 0.0000 0.0014 0.6647 0.5928 97.6682 97.6705 Max Flow
L13 5.0743 0.0000 0.0025 0.9338 0.8553 97.6704 97.6706 Max Flow
L14 4.9943 0.0000 0.1031 0.4058 0.7411 97.6706 97.5358 Max Flow
L15 4.9611 0.0000 0.2402 0.3565 0.5663 95.0270 94.7874 Max Flow
L24 4.8710 0.0000 0.4582 0.5223 0.7506 94.7871 94.3218 Max Flow
L25 6.4615 0.0000 0.2652 0.5561 0.7301 94.3214 93.9876 Max Flow
L26 5.9905 0.0000 0.4820 0.6793 1.3126 93.9873 93.4146 Max Flow
L27 5.8572 0.0000 0.0863 0.7031 0.6643 93.4138 93.4011 Max Flow
L28 1.5588 0.0000 4.9711 0.3039 0.4140 120.9111 114.0089 Max Flow
L29 2.9473 0.0000 7.9810 0.3848 0.5314 114.0193 106.0454 Max Flow
L30 4.0275 0.0000 2.6017 0.4146 0.5447 106.0454 98.4044 Max Flow
L31 5.6188 0.0000 0.6469 0.6053 0.9041 98.4044 96.0683 Max Flow
L32 5.8845 0.0000 0.9067 0.8599 1.2485 96.0868 95.1119 Max Flow
L33 0.6349 0.0000 0.5433 0.2390 0.3731 97.9229 97.3590 Max Flow
L34 6.1861 0.0000 0.1087 0.4839 1.0540 95.1120 95.0028 Max Flow
L35 6.1900 0.0000 1.2051 0.7861 0.9315 95.0028 93.7423 Max Flow
L36 6.4514 0.0000 0.1032 0.7643 0.7579 93.7423 93.4233 Max Flow
W2637 0.3528 0.0000 0.2326 0.1205 0.2477 93.9873 93.7405 Max Flow
L37 6.5330 0.0000 0.0378 0.6972 0.8303 93.4234 93.4001 Max Flow
L38 11.5197 0.0000 0.0554 0.9805 1.7300 93.4497 93.3901 Max Flow
L39 -0.0211 0.0000 -0.0112 0.0064 0.0204 92.1864 92.1976 Max Flow
L41 11.6909 0.0000 0.4138 0.7673 1.3980 93.2744 92.8603 Max Flow
4243 12.4851 0.0000 0.9688 0.9014 1.3389 92.8604 91.8693 Max Flow
4344 12.3804 0.0000 0.5128 0.8752 1.2187 91.8692 91.3230 Max Flow
6869 17.0690 0.0000 0.1600 1.0243 2.0104 89.8508 89.6904 Max Flow
4445 12.0383 0.0000 0.0576 0.6438 0.9792 91.3225 91.2723 Max Flow
4546 12.2301 0.0000 0.0639 1.0321 1.2851 91.3029 91.2542 Max Flow
4647 12.2554 0.0000 0.0310 0.9580 2.1043 91.2543 91.2230 Max Flow
4754 12.4601 0.0000 0.0140 0.8476 1.2321 91.2231 91.2115 Max Flow
4849 2.2167 0.0000 0.1625 0.3530 0.4420 91.0237 90.8629 Max Flow
5051 2.7901 0.0000 0.0502 0.2668 0.3659 90.8170 90.7864 Max Flow
5253 2.5694 0.0000 0.0051 0.3605 0.3530 90.7661 90.7700 Max Flow
5354 1.9780 0.0000 0.0001 0.1247 0.2046 91.2118 91.2115 Max Flow
5462 14.4808 0.0000 0.0032 0.4005 0.5553 91.2116 91.2100 Max Flow
5657 0.4694 0.0000 0.1481 0.0341 0.0233 99.5545 99.2647 Max Flow
5758 0.4505 0.0000 0.0741 0.0494 0.0336 99.2647 92.6621 Max Flow
5859 0.9565 0.0000 0.8434 0.2002 0.2191 92.6619 91.8165 Max Flow
5960 1.2328 0.0000 0.4161 0.1875 0.2162 91.8170 91.3832 Max Flow
6061 1.0647 0.0000 0.0047 0.1409 0.1487 91.3830 91.3808 Max Flow
6162 1.0874 0.0000 0.0071 0.5541 0.6318 91.1309 90.7685 Max Flow
6465 16.7250 0.0000 0.1210 1.1302 1.2397 90.0337 89.9642 Max Flow
6566 16.6498 0.0000 0.0561 1.1656 1.4794 89.9641 89.9177 Max Flow
6667 17.3564 0.0000 0.0376 0.9601 1.6143 89.9176 89.8811 Max Flow
L595 15.4214 0.0000 0.0013 0.4142 0.5808 91.2100 91.2088 Max Flow
L598 0.9338 0.2434 0.0390 0.3952 0.2597 91.4552 91.1740 Max Flow
5556ova 0.5992 0.0000 0.4470 0.2475 0.2050 100.0557 99.6049 Max Flow
5556unda 0.2318 0.1845 0.3162 0.3407 0.2655 100.0557 99.5545 Max Flow
5663ova 0.4219 0.0000 1.3952 0.1749 0.1537 99.5545 98.1537 Max Flow
5663und 0.2364 0.6018 1.6122 0.3429 0.3750 99.5545 97.3429 Max Flow
6364ova 0.6464 0.0000 7.0849 0.0755 0.0737 97.0747 89.9737 Max Flow
6364und 0.6267 1.5596 6.0553 1.3049 0.3436 97.0549 89.4391 Max Flow
6264ova 9.0047 0.0000 0.0476 0.2833 0.3764 91.2088 91.1433 Max Flow
6264und 3.3290 1.1285 0.1219 0.9895 0.9262 91.0646 89.8140 Max Flow
6768ova 16.0672 0.0000 0.0268 0.3920 0.5109 89.8810 89.8508 Max Flow
6768und 2.0028 0.3749 0.0441 0.7989 0.6207 89.4710 89.0513 Max Flow
4950ova 0.5159 0.0000 0.0097 0.1172 0.1633 91.2280 91.2197 Max Flow
4950und 1.0513 0.0400 0.0039 0.2322 0.2183 90.8626 90.8184 Max Flow
5152ova 0.3914 0.0000 0.0066 0.1034 0.1990 91.2181 91.2114 Max Flow
5152und 1.2759 0.0199 0.0010 0.2642 0.2160 90.7864 90.7661 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 130.0000 230.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 240.0000 0.0000 120.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 245.0000 0.0000 115.0000 0.0000 0.0000 0.0000 0.0000 None
L14 145.0000 215.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 290.0000 10.0000 25.0000 0.0000 0.0000 35.0000 0.0000 None
L28 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 40.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L34 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L35 205.0000 155.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 10.0000 270.0000 30.0000 0.0000 0.0000 0.0000 50.0000 0.0000 None
W2637 15.0000 15.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 30.0000 310.0000 10.0000 5.0000 0.0000 0.0000 5.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 40.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 305.0000 10.0000 0.0000 40.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 270.0000 50.0000 0.0000 35.0000 5.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 310.0000 0.0000 0.0000 45.0000 5.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 315.0000 0.0000 0.0000 0.0000 45.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 20.0000 20.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 130.0000 0.0000 25.0000 205.0000 0.0000 None
6768ova 10.0000 60.0000 290.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 40.0000 100.0000 0.0000 70.0000 150.0000 0.0000 None
4950ova 0.0000 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 300.0000 0.0000 10.0000 15.0000 35.0000 0.0000 0.0000 None
5152ova 0.0000 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 215.0000 90.0000 0.0000 45.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1667 1.1667 0.0000
L2 356.8333 356.8333 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 295.6417 295.6750 0.0000 0.0000
L5 0.0333 317.1083 0.0000 0.0000
L6 0.0000 349.0208 0.0000 0.0000
L7 0.0000 342.0417 0.0000 0.0000
L8 0.0000 348.1667 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 358.4583 0.0000 0.0000
L12 0.0000 348.5694 0.0000 0.0000
L13 0.0000 359.2500 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 11.7361 12.8056 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 324.2417 359.9583 0.0000 0.0000
L28 115.4500 116.6167 0.0000 0.0000
L29 282.0000 282.0000 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 26.4444 26.4444 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 332.0000 0.0000 0.0000
L35 5.9167 5.9167 0.0000 0.0000
L36 82.1042 82.1875 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 291.6111 359.0000 0.0000 0.0000
L38 0.0417 5.1667 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 10.0208 32.7000 0.0000 0.0000
4243 43.8542 43.8542 0.1250 0.0000
4344 53.4958 53.6208 0.0417 0.0000
6869 4.7875 7.9208 0.0000 0.0000
4445 275.0278 357.5000 0.0000 0.0000
4546 8.7500 68.1042 0.1250 0.0000
4647 0.0000 8.5208 0.0000 0.0000
4754 5.0000 78.4236 0.0000 0.0000
4849 4.4792 53.8875 0.0000 0.0000
5051 5.4375 63.7083 0.9167 0.0000
5253 11.7153 77.6319 13.0694 0.0000
5354 270.4340 350.4167 0.4583 0.0000
5462 268.8194 356.7083 0.0000 0.0000
5657 344.4722 344.4722 21.7278 0.0000
5758 346.1944 346.1944 0.0000 0.0000
5859 351.4500 351.4833 0.9583 0.0000
5960 274.2167 274.2167 0.0000 0.0000
6061 53.3083 68.3417 0.0000 0.0000
6162 306.0056 349.0000 5.8333 0.0000
6465 208.9417 282.5000 0.2917 0.0000
6566 9.8361 358.7083 0.0417 0.0000
6667 0.0417 351.1667 0.0000 0.0000
L595 199.2083 358.1250 0.0000 0.0000
L598 262.9167 313.6722 1.1667 0.0000
5556ova 324.6500 324.6667 30.2278 0.0000
5556unda 1.9167 7.8917 307.4417 0.0000
5663ova 0.2000 0.2000 6.1708 0.0000
5663und 0.0000 0.0000 306.9250 0.0000
6364ova 329.3000 329.3000 18.1722 0.0000
6364und 280.8681 280.9097 9.8056 0.0000
6264ova 0.0000 0.0000 291.1333 0.0000
6264und 1.5000 270.4028 0.0000 0.0000
6768ova 0.0000 0.0000 266.7500 0.0000
6768und 0.0000 252.8333 0.8333 0.0000
4950ova 302.8667 331.3000 0.0000 0.0000
4950und 1.0000 297.9472 0.0417 0.0000
5152ova 301.4667 322.0667 0.0000 0.0000
5152und 102.9583 298.7417 0.1667 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 0.4899 1.2170 0.4715 0.0854 1.6533 0.0378 0.1743 1.3586 0.0803 1.8303 14.2648 0.8429 0.8334
L2 0.0000 0.9967 0.2142 0.0000 1.7639 0.0048 0.0000 1.7697 0.0223 0.0000 19.4663 0.2454 0.7779
L3 0.0000 0.6356 0.0000 0.0000 1.7554 0.0000 0.0000 2.7619 0.0000 0.0000 44.1909 0.0000 0.9676
L4 0.3015 0.8020 0.3265 0.0356 3.2108 0.0931 0.1182 4.0036 0.2851 1.8913 64.0570 4.5615 1.0829
L5 0.0000 0.8753 0.0000 0.0000 3.3234 0.0000 0.0000 3.7969 0.0000 0.0000 37.9685 0.0000 0.9327
L6 0.2006 0.9306 0.2957 0.1301 3.1615 0.1108 0.6485 3.3972 0.3747 6.6146 34.6515 3.8218 1.0449
L7 0.0358 0.3096 0.0741 0.0072 3.3627 0.0321 0.2012 10.8610 0.4326 2.1127 114.0407 4.5424 1.5685
L8 0.0152 0.1817 0.0304 0.0017 3.8788 0.0037 0.1150 21.3435 0.1202 1.1497 213.4352 1.2019 2.0400
L9 0.4554 0.7444 0.7092 1.4914 2.1526 0.1032 3.2751 2.8918 0.1456 32.7512 28.9185 1.4555 0.3335
L10 0.3287 0.7104 0.3324 0.2436 3.1368 0.3640 0.7411 4.4154 1.0951 7.4110 44.1542 10.9506 0.6133
L11 0.0694 0.4368 0.1392 0.0607 3.5723 0.1392 0.8751 8.1776 1.0001 14.4395 134.9297 16.5023 1.2738
L12 0.0352 0.2688 0.0714 0.0243 3.7531 0.0427 0.6900 13.9601 0.5977 11.3857 230.3416 9.8619 1.8641
L13 0.0391 0.3235 0.0799 0.0598 5.0065 0.1139 1.5283 15.4759 1.4263 26.7459 270.8282 24.9594 2.4668
L14 0.0000 0.5211 0.9667 0.0000 0.2497 4.8978 0.0000 0.4793 5.0664 0.0000 4.7925 50.6641 0.4540
L15 0.4267 0.9267 0.3820 0.6778 3.9371 0.5292 1.5886 4.2483 1.3853 20.6513 55.2281 18.0085 0.6686
L24 0.2079 0.8933 0.0000 0.0184 5.1011 0.0000 0.0886 5.7102 0.0000 1.7722 114.2044 0.0000 0.7575
L25 0.4116 0.9782 0.3785 0.2904 5.9361 0.3850 0.7055 6.0685 1.0172 11.2875 97.0953 16.2759 0.9332
L26 0.0000 1.2074 0.0000 0.0000 6.1994 0.0000 0.0000 5.1346 0.0000 0.0000 77.0186 0.0000 0.9720
L27 0.0000 0.9955 0.1585 0.0000 5.9808 0.1530 0.0000 6.0076 0.9654 0.0000 87.1097 13.9985 1.1244
L28 0.0000 0.7066 0.0000 0.0000 1.6201 0.0000 0.0000 2.2929 0.0000 0.0000 307.2522 0.0000 0.4819
L29 0.0000 1.0766 0.0000 0.0000 2.9662 0.0000 0.0000 2.7551 0.0000 0.0000 435.3020 0.0000 0.5335
L30 0.0000 0.6866 0.0000 0.0000 4.0414 0.0000 0.0000 5.8857 0.0000 0.0000 882.8569 0.0000 0.7657
L31 0.1049 0.4675 0.1001 0.0041 5.6254 0.0010 0.0389 12.0328 0.0097 3.4616 1070.9153 0.8654 1.0882
L32 0.3601 1.1400 0.4386 0.2062 5.6017 0.0845 0.5727 4.9137 0.1926 12.0264 103.1872 4.0446 1.1925
L33 0.1897 0.4833 0.1894 0.0534 0.5681 0.0175 0.2815 1.1755 0.0922 2.8152 11.7550 0.9216 0.3551
L34 0.1754 0.4795 0.3487 0.0689 5.6890 0.4366 0.3928 11.8645 1.2522 6.8744 207.6294 21.9130 1.0381
L35 0.2215 0.8889 0.3933 0.0042 6.1588 0.0300 0.0188 6.9288 0.0762 0.4043 148.9682 1.6375 0.9151
L36 0.1848 0.7721 0.1064 0.0374 6.4088 0.0079 0.2027 8.3007 0.0744 3.6481 149.4126 1.3393 0.9502
W2637 0.3197 0.4475 0.2383 0.0531 0.3162 0.0342 0.1660 0.7066 0.1434 1.6599 7.0663 1.4336 0.2212
L37 0.1065 0.6518 0.0646 0.1216 6.4192 0.0156 1.1414 9.8486 0.2422 26.8236 231.4422 5.6927 1.3102
L38 0.2120 1.2012 0.1421 0.5993 11.3706 0.0634 2.8264 9.4663 0.4459 39.5696 132.5283 6.2425 1.4472
L39 0.1137 0.9269 0.3113 0.0091 11.8285 0.1582 0.0799 12.7608 0.5082 0.7988 127.6080 5.0815 1.2887
L41 0.3429 0.8558 0.3340 0.3939 11.2094 0.3334 1.1489 13.0975 0.9983 62.6134 713.8153 54.4083 1.3948
4243 0.3632 1.3280 0.4275 2.2470 9.1504 1.1247 6.1864 6.8903 2.6311 371.1821 413.4190 157.8653 1.3100
4344 0.5457 1.2877 0.3322 4.2854 7.4976 0.6175 7.8531 5.8224 1.8589 392.6558 291.1213 92.9460 1.2782
6869 0.3748 0.6246 0.6491 0.1421 14.6198 2.5577 0.3792 23.4084 3.9403 7.5847 468.1689 78.8055 2.0168
4445 0.0000 0.5874 0.0000 0.0000 12.4261 0.0000 0.0000 21.1557 0.0000 0.0000 698.1379 0.0000 1.4700
4546 0.5593 1.1595 0.3471 6.2072 6.0524 0.2967 11.0980 5.2200 0.8548 277.4511 130.4999 21.3693 1.7497
4647 0.2589 0.8907 0.2676 0.3000 11.6825 0.5308 1.1589 13.1158 1.9836 23.1782 262.3155 39.6726 1.9113
4754 0.3398 0.5620 0.3397 2.1610 8.0775 2.4174 6.3603 14.3730 7.1153 197.1703 445.5628 220.5746 1.9629
4849 0.1699 0.4542 0.1694 0.0596 2.1244 0.0507 0.3508 4.6774 0.2993 4.2101 56.1289 3.5920 0.7320
5051 0.2310 0.3460 0.0000 0.2398 2.5519 0.0000 1.0384 7.3762 0.0000 19.7304 140.1472 0.0000 1.0120
5253 0.0797 0.2879 0.0664 0.1962 2.2542 0.1546 2.4631 7.8308 2.3303 49.2622 156.6159 46.6052 1.4937
5354 0.0257 0.0463 0.0332 0.1782 1.6443 0.1721 6.9458 35.5055 5.1864 201.4285 1029.6581 150.4042 1.8064
5462 0.1411 0.2759 0.0704 1.2101 13.0131 0.4016 8.5788 47.1744 5.7017 102.9460 566.0928 68.4208 2.1166
5657 0.1269 0.6586 0.1649 0.0000 0.4819 0.0000 0.0000 0.7317 0.0001 0.0002 4.3900 0.0006 0.0296
5758 0.1528 0.2539 0.1614 0.0044 0.4616 0.0055 0.0291 1.8181 0.0340 1.4552 90.9053 1.7017 0.1262
5859 0.0000 1.0960 0.0000 0.0000 0.9820 0.0000 0.0000 0.8960 0.0000 0.0000 16.1273 0.0000 0.2224
5960 0.3301 0.7604 0.3098 0.0199 1.2183 0.0103 0.0604 1.6021 0.0331 1.0271 27.2360 0.5631 0.2555
6061 0.0940 0.1654 0.0852 0.0367 0.9683 0.0857 0.3905 5.8533 1.0061 4.2952 64.3866 11.0675 0.5429
6162 0.0866 0.2325 0.0481 0.3992 0.7427 0.0436 4.6092 3.1950 0.9057 138.2758 95.8514 27.1715 1.3927
6465 0.5153 1.1254 0.6251 0.2406 15.5622 0.9428 0.4669 13.8285 1.5083 14.9414 442.5129 48.2653 1.6318
6566 0.0000 0.7244 0.6394 0.0000 10.7457 5.9045 0.0000 14.8337 9.2347 0.0000 519.1810 323.2151 2.0046
6667 0.2809 0.4721 0.1840 7.4453 8.0215 1.9285 26.5037 16.9927 10.4785 1325.1839 849.6354 523.9261 2.2036
L595 0.1431 0.2548 0.0482 1.6216 13.4852 0.4606 11.3306 52.9320 9.5624 67.9836 317.5920 57.3744 2.3680
5556ova 0.2881 1.6951 0.0000 0.0060 0.6029 0.0000 0.0207 0.3557 0.0000 0.3305 5.6912 0.0000 0.2064
5663ova 0.0436 1.2536 0.0553 0.0000 0.4251 0.0000 0.0001 0.3391 0.0000 0.0109 28.1450 0.0016 0.1545
6364ova 0.0676 0.7908 0.0676 0.0000 0.6568 0.0000 0.0002 0.8306 0.0002 0.0198 91.3681 0.0198 0.0848
6264ova 1.0011 1.4675 0.9033 3.5612 4.5831 0.9315 3.5574 3.1230 1.0312 35.5739 31.2300 10.3117 0.3103
6768ova 1.0815 1.5030 1.0207 3.9262 7.6666 4.6638 3.6305 5.1011 4.5690 36.3053 51.0105 45.6899 0.4817
4950ova 0.4742 0.6478 0.1707 0.1966 0.2528 0.0903 0.4147 0.3902 0.5291 2.4881 2.3414 3.1744 0.1951
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1887
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 0.2899 5.6133 0.1285 6.0318 8.6243 13.134 0.2899 5.6133 0.1285 6.0318 8.6243 13.134 0.0000 0.0000 0.0000 None
L2 0.0000 6.2693 0.01698 6.2863 2.1805 7.0728 0.0000 6.2693 0.01698 6.2863 2.1805 7.0728 0.0000 0.0000 0.0000 None
L3 0.0000 10.939 0.0000 10.939 4.8842 10.593 0.0000 10.939 0.0000 10.939 4.8842 10.593 0.0000 0.0000 0.0000 None
L4 0.2330 20.990 0.6085 21.831 4.5660 12.229 0.2330 20.990 0.6085 21.831 4.5660 12.229 0.0000 0.0000 0.0000 None
L5 0.0000 15.917 0.0000 15.917 6.4363 13.734 0.0000 15.917 0.0000 15.917 6.4363 13.734 0.0000 0.0000 0.0000 None
L6 3.2393 78.730 2.7587 84.728 6.7104 15.612 3.2393 78.730 2.7587 84.728 6.7104 15.612 0.0000 0.0000 0.0000 None
L7 0.6459 301.34 2.8730 304.86 4.8641 19.227 0.6459 301.34 2.8730 304.86 4.8641 19.227 0.0000 0.0000 0.0000 None
L8 0.2988 664.98 0.6266 665.90 6.0787 26.159 0.2988 664.98 0.6266 665.90 6.0787 26.159 0.0000 0.0000 0.0000 None
L9 11.380 16.425 0.7876 28.592 3.3224 30.692 11.380 16.425 0.7876 28.592 3.3224 30.692 0.0000 0.0000 0.0000 None
L10 3.3005 42.495 4.9314 50.727 10.083 23.271 3.3005 42.495 4.9314 50.727 10.083 23.271 0.0000 0.0000 0.0000 None
L11 3.7220 218.90 8.5288 231.15 6.2958 21.848 3.7220 218.90 8.5288 231.15 6.2958 21.848 0.0000 0.0000 0.0000 None
L12 2.8859 446.40 5.0764 454.36 6.5095 22.582 2.8859 446.40 5.0764 454.36 6.5095 22.582 0.0000 0.0000 0.0000 None
L13 6.7201 562.87 12.809 582.39 2.6911 22.701 6.7201 562.87 12.809 582.39 2.6911 22.701 0.0000 0.0000 0.0000 None
L14 0.0000 2.3572 46.230 48.587 4.4860 25.630 0.0000 2.3572 46.230 48.587 4.4860 25.630 0.0000 0.0000 0.0000 None
L15 5.5083 31.995 4.3003 41.804 2.3280 17.313 5.5083 31.995 4.3003 41.804 2.3280 17.313 0.0000 0.0000 0.0000 None
L24 0.1242 34.402 0.0000 34.526 4.7025 17.346 0.1242 34.402 0.0000 34.526 4.7025 17.346 0.0000 0.0000 0.0000 None
L25 2.4886 50.870 3.2991 56.658 3.1240 15.531 2.4886 50.870 3.2991 56.658 3.1240 15.531 0.0000 0.0000 0.0000 None
L26 0.0000 35.855 0.0000 35.855 5.6241 14.111 0.0000 35.855 0.0000 35.855 5.6241 14.111 0.0000 0.0000 0.0000 None
L27 0.0000 98.580 2.5216 101.10 10.989 22.706 0.0000 98.580 2.5216 101.10 10.989 22.706 0.0000 0.0000 0.0000 None
L28 0.0000 8.0619 0.0000 8.0619 25.566 36.482 0.0000 8.0619 0.0000 8.0619 25.566 36.482 0.0000 0.0000 0.0000 None
L29 0.0000 13.165 0.0000 13.165 23.018 31.233 0.0000 13.165 0.0000 13.165 23.018 31.233 0.0000 0.0000 0.0000 None
L30 0.0000 26.235 0.0000 26.235 22.687 42.283 0.0000 26.235 0.0000 26.235 22.687 42.283 0.0000 0.0000 0.0000 None
L31 0.04839 66.730 0.01155 66.790 19.118 49.220 0.04839 66.730 0.01155 66.790 19.118 49.220 0.0000 0.0000 0.0000 None
L32 1.2089 32.839 0.4952 34.543 5.1003 16.481 1.2089 32.839 0.4952 34.543 5.1003 16.481 0.0000 0.0000 0.0000 None
L33 0.2797 2.9757 0.09143 3.3468 6.9083 18.401 0.2797 2.9757 0.09143 3.3468 6.9083 18.401 0.0000 0.0000 0.0000 None
L34 0.9217 76.100 5.8399 82.861 1.5574 23.159 0.9217 76.100 5.8399 82.861 1.5574 23.159 0.0000 0.0000 0.0000 None
L35 0.01812 26.785 0.1303 26.933 8.5581 30.143 0.01812 26.785 0.1303 26.933 8.5581 30.143 0.0000 0.0000 0.0000 None
L36 0.5570 95.313 0.1178 95.988 4.7996 28.726 0.5570 95.313 0.1178 95.988 4.7996 28.726 0.0000 0.0000 0.0000 None
W2637 0.3797 2.2623 0.2445 2.8865 7.7991 15.231 0.3797 2.2623 0.2445 2.8865 7.7991 15.231 0.0000 0.0000 0.0000 None
L37 3.8500 203.22 0.4951 207.57 4.1159 19.483 3.8500 203.22 0.4951 207.57 4.1159 19.483 0.0000 0.0000 0.0000 None
L38 11.089 210.40 1.1725 222.66 19.295 36.524 11.089 210.40 1.1725 222.66 19.295 36.524 0.0000 0.0000 0.0000 None
L39 0.08945 116.54 1.5585 118.19 19.848 36.976 0.08945 116.54 1.5585 118.19 19.848 36.976 0.0000 0.0000 0.0000 None
L41 4.7623 135.51 4.0308 144.31 20.139 36.307 4.7623 135.51 4.0308 144.31 20.139 36.307 0.0000 0.0000 0.0000 None
4243 21.752 88.582 10.888 121.22 13.383 41.306 21.752 88.582 10.888 121.22 13.383 41.306 0.0000 0.0000 0.0000 None
4344 49.604 86.786 7.1480 143.54 14.394 39.549 49.604 86.786 7.1480 143.54 14.394 39.549 0.0000 0.0000 0.0000 None
6869 1.7219 177.11 30.985 209.82 19.301 57.776 1.7219 177.11 30.985 209.82 19.301 57.776 0.0000 0.0000 0.0000 None
4445 0.0000 302.79 0.0000 302.79 10.788 31.455 0.0000 302.79 0.0000 302.79 10.788 31.455 0.0000 0.0000 0.0000 None
4546 129.19 125.96 6.1753 261.32 8.1716 25.744 129.19 125.96 6.1753 261.32 8.1716 25.744 0.0000 0.0000 0.0000 None
4647 8.7031 338.91 15.398 363.01 8.9305 23.519 8.7031 338.91 15.398 363.01 8.9305 23.519 0.0000 0.0000 0.0000 None
4754 108.60 405.92 121.48 635.99 13.575 38.878 108.60 405.92 121.48 635.99 13.575 38.878 0.0000 0.0000 0.0000 None
4849 1.7850 63.597 1.5178 66.900 19.648 31.751 1.7850 63.597 1.5178 66.900 19.648 31.751 0.0000 0.0000 0.0000 None
5051 12.265 130.51 0.0000 142.77 13.248 23.967 12.265 130.51 0.0000 142.77 13.248 23.967 0.0000 0.0000 0.0000 None
5253 28.465 326.97 22.431 377.87 7.5074 23.851 28.465 326.97 22.431 377.87 7.5074 23.851 0.0000 0.0000 0.0000 None
5354 112.48 1037.6 108.63 1258.7 0.8111 34.431 112.48 1037.6 108.63 1258.7 0.8111 34.431 0.0000 0.0000 0.0000 None
5462 88.759 954.51 29.454 1072.7 0.06927 41.985 88.759 954.51 29.454 1072.7 0.06927 41.985 0.0000 0.0000 0.0000 None
5657 .000034 3.0904 .000098 3.0905 0.09575 29.906 .000034 3.0904 .000098 3.0905 0.09575 29.906 0.0000 0.0000 0.0000 None
5758 0.1226 12.722 0.1514 12.996 4.4991 20.539 0.1226 12.722 0.1514 12.996 4.4991 20.539 0.0000 0.0000 0.0000 None
5859 0.0000 4.5172 0.0000 4.5172 7.2376 12.584 0.0000 4.5172 0.0000 4.5172 7.2376 12.584 0.0000 0.0000 0.0000 None
5960 0.1810 11.056 0.09313 11.331 7.3227 16.455 0.1810 11.056 0.09313 11.331 7.3227 16.455 0.0000 0.0000 0.0000 None
6061 2.7633 72.884 6.4524 82.100 12.796 32.002 2.7633 72.884 6.4524 82.100 12.796 32.002 0.0000 0.0000 0.0000 None
6162 31.265 58.162 3.4109 92.839 0.06673 15.024 31.265 58.162 3.4109 92.839 0.06673 15.024 0.0000 0.0000 0.0000 None
6465 4.3648 282.34 17.104 303.81 27.941 45.821 4.3648 282.34 17.104 303.81 27.941 45.821 0.0000 0.0000 0.0000 None
6566 0.0000 276.62 152.00 428.62 4.6988 25.089 0.0000 276.62 152.00 428.62 4.6988 25.089 0.0000 0.0000 0.0000 None
6667 298.81 321.93 77.396 698.13 2.2606 49.568 298.81 321.93 77.396 698.13 2.2606 49.568 0.0000 0.0000 0.0000 None
L595 139.07 1156.5 39.501 1335.0 0.04133 53.212 139.07 1156.5 39.501 1335.0 0.04133 53.212 0.0000 0.0000 0.0000 None
5556ova 0.03818 3.8683 0.0000 3.9065 8.3672 12.520 0.03818 3.8683 0.0000 3.9065 8.3672 12.520 0.0000 0.0000 0.0000 None
5663ova .000045 3.3376 .86E-05 3.3376 9.0415 12.902 .000045 3.3376 .86E-05 3.3376 9.0415 12.902 0.0000 0.0000 0.0000 None
6364ova .000059 3.2054 .000059 3.2055 0.09576 9.9042 .000059 3.2054 .000059 3.2055 0.09576 9.9042 0.0000 0.0000 0.0000 None
6264ova 54.409 70.022 14.232 138.66 23.575 62.104 54.409 70.022 14.232 138.66 23.575 62.104 0.0000 0.0000 0.0000 None
6768ova 79.711 155.65 94.684 330.04 18.634 58.916 79.711 155.65 94.684 330.04 18.634 58.916 0.0000 0.0000 0.0000 None
4950ova 5.1056 6.5637 2.3455 14.015 15.014 25.464 5.1056 6.5637 2.3455 14.015 15.014 25.464 0.0000 0.0000 0.0000 None
5152ova 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 103.7365 102.4404 10.5000 11.7000 3.0757 3.0757 1.7000 1.4336 1.4336 0.8000 4.5093 4.5093
L2 102.4404 101.2116 11.0000 4.2000 2.0195 2.0195 2.7000 2.8728 2.8728 2.3000 4.8923 4.8923
L3 101.2116 100.5645 16.0000 7.4000 2.5158 2.5158 2.6000 3.1931 3.1931 3.3000 5.7088 5.7088
L4 100.5645 100.0979 16.0000 6.5000 1.9340 1.9340 1.3000 5.7290 5.7290 4.2000 7.6629 7.6629
L5 100.0979 99.6168 10.0000 11.5000 5.0637 5.0637 5.5000 2.2342 2.2342 2.4000 7.2978 7.2978
L6 99.6168 99.6392 10.2000 12.1000 5.3896 5.3896 2.6000 3.5118 3.5118 1.9000 8.9014 8.9014
L7 99.6392 99.6401 10.5000 11.9000 7.0359 7.0359 6.0000 7.3272 7.3272 5.1000 14.3631 14.3631
L8 99.6401 99.6411 10.0000 14.5000 8.4213 8.4213 7.6000 11.6586 11.6586 10.8000 20.0798 20.0798
L9 99.6411 99.4326 10.0000 27.5000 24.1776 24.1776 8.2000 3.1917 3.1917 2.2000 27.3693 27.3693
L10 98.9337 97.6673 10.0000 19.7000 9.6169 9.6169 7.2000 3.5713 3.5713 0.0000 13.1882 13.1882
L11 97.6673 97.6714 16.5000 12.9000 6.6042 6.6042 3.5000 8.9477 8.9477 5.4000 15.5519 15.5519
L12 97.6713 97.6730 16.5000 15.0000 8.4905 8.4905 6.0000 7.5820 7.5820 5.5000 16.0726 16.0726
L13 97.6730 97.6738 17.5000 12.5000 9.8089 9.8089 4.6000 10.2007 10.2007 5.5000 20.0096 20.0096
L14 97.6738 97.5365 10.0000 5.0000 0.5140 0.5140 0.6000 20.6297 20.6297 1.4000 21.1437 21.1437
L15 95.0375 94.8037 13.0000 6.5000 4.1720 4.1720 0.0000 10.8127 10.8127 6.5000 14.9847 14.9847
L24 94.8037 94.3289 20.0000 16.8000 12.0975 12.0975 11.2000 0.5459 0.5459 0.8000 12.6434 12.6434
L25 94.3289 94.0008 16.0000 4.7000 1.5760 1.5760 0.0000 10.8307 10.8307 7.9000 12.4067 12.4067
L26 94.0008 93.4718 15.0000 7.8000 2.1759 2.1759 2.6000 6.3109 6.3109 7.2000 8.4868 8.4868
L27 93.4718 93.4656 14.5000 13.7000 2.7113 2.7113 3.4000 9.0056 9.0056 5.1000 11.7168 11.7168
L28 120.9239 114.0288 134.0000 31.0000 5.4337 5.4337 11.0000 5.4819 5.4819 19.0000 10.9156 10.9156
L29 114.0288 106.0464 158.0000 28.5000 5.4820 5.4820 16.5000 2.7334 2.7334 19.5000 8.2154 8.2154
L30 106.0464 98.4050 150.0000 32.0000 9.3131 9.3131 12.0000 10.2828 10.2828 17.0000 19.5959 19.5959
L31 98.4050 96.0875 89.0000 30.0000 10.8820 10.8820 10.0000 19.2205 19.2205 19.0000 30.1025 30.1025
L32 96.0875 95.1123 21.0000 13.6000 8.4997 8.4997 4.3000 2.8813 2.8813 1.9000 11.3810 11.3810
L33 97.9237 97.3597 10.0000 13.8000 6.8917 6.8917 2.0000 4.6014 4.6014 3.0000 11.4931 11.4931
L34 95.1123 95.0029 17.5000 16.7000 15.1426 15.1426 12.7000 6.4594 6.4594 3.8000 21.6019 21.6019
L35 95.0029 93.7424 21.5000 11.0000 2.4419 2.4419 2.0000 19.1426 19.1426 18.4000 21.5846 21.5846
L36 93.7424 93.4824 18.0000 6.8000 2.0004 2.0004 1.1000 21.9259 21.9259 21.1000 23.9262 23.9262
W2637 94.0008 93.7489 10.0000 9.3000 1.5009 1.5009 0.0000 5.9308 5.9308 3.9000 7.4317 7.4317
L37 93.4824 93.4656 23.5000 11.3000 7.1841 7.1841 4.1000 8.1835 8.1835 6.8000 15.3676 15.3676
L38 93.4656 93.4043 14.0000 30.6000 11.3048 11.3048 5.1000 5.9241 5.9241 4.2000 17.2289 17.2289
L39 93.2856 93.4043 10.0000 30.7000 10.8521 10.8521 9.7000 6.2757 6.2757 4.8000 17.1278 17.1278
L41 93.2856 92.8634 54.5000 32.5000 12.3610 12.3610 10.3000 3.8072 3.8072 2.0000 16.1682 16.1682
4243 92.8634 91.8702 60.0000 31.0000 17.6172 17.6172 1.5000 10.3062 10.3062 5.0000 27.9235 27.9235
4344 91.8702 91.3538 50.0000 32.0000 17.6064 17.6064 2.0000 7.5489 7.5489 3.4000 25.1553 25.1553
6869 89.8568 89.6968 20.0000 36.0000 16.6991 16.6991 13.2000 21.7757 21.7757 5.8000 38.4748 38.4748
4445 91.3538 91.3072 33.0000 26.4000 15.6120 15.6120 21.8000 5.0550 5.0550 8.0000 20.6670 20.6670
4546 91.3072 91.2568 25.0000 22.1000 13.9284 13.9284 1.7000 3.6442 3.6442 2.0000 17.5726 17.5726
4647 91.2568 91.2246 20.0000 11.8000 2.8695 2.8695 0.6000 11.7194 11.7194 7.8000 14.5889 14.5889
4754 91.2246 91.2130 31.0000 28.6000 15.0245 15.0245 7.1000 10.2778 10.2778 1.4000 25.3023 25.3023
4849 91.2341 91.2300 12.0000 26.3000 6.6519 6.6519 4.6000 5.4506 5.4506 3.7000 12.1025 12.1025
5051 91.2213 91.2197 19.0000 21.4000 8.1523 8.1523 6.1000 2.5668 2.5668 5.4600 10.7191 10.7191
5253 91.2128 91.2130 20.0000 14.4000 6.8926 6.8926 2.8000 9.4513 9.4513 2.7700 16.3439 16.3439
5354 91.2130 91.2130 29.0000 30.3000 29.4889 29.4889 20.1000 4.1313 4.1313 0.0000 33.6202 33.6202
5462 91.2129 91.2113 12.0000 13.9000 13.8307 13.8307 2.9000 28.0853 28.0853 20.0000 41.9161 41.9161
5657 99.5548 99.2655 6.0000 29.9000 29.8043 29.8043 29.8000 0.0063 0.0063 0.0000 29.8105 29.8105
5758 99.2655 92.6725 50.0000 20.0000 15.5009 15.5009 15.0000 0.5393 0.5393 0.0000 16.0402 16.0402
5859 92.6725 91.8337 18.0000 8.4000 1.1624 1.1624 2.3000 4.1841 4.1841 5.5000 5.3465 5.3465
5960 91.8337 91.4805 17.0000 10.1000 2.7773 2.7773 2.0000 6.3555 6.3555 5.9000 9.1328 9.1328
6061 91.4805 91.4811 11.0000 25.0000 12.2039 12.2039 10.4000 7.0023 7.0023 1.5000 19.2061 19.2061
6162 91.2123 91.2113 30.0000 9.3000 9.2333 9.2333 1.3000 5.7242 5.7242 2.0000 The text continues on section 5.