Original source · versioned page text
d100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 08:39.
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\develop.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.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 66.3000 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 1204 360 N48#2 1605 395 N50#1 1212 360
N50#2 1634 386 N52#1 1240 360 N52#2 1631 389
N1#1 1220 360 N1#2 1865 527 N4#1 1176 360
N4#2 2158 622 N8#1 1165 335 N8#2 2351 685
N13#1 1220 360 N13#2 2301 671 N25#1 1224 360
N25#2 1625 391 N28#1 1232 360 N28#2 1592 396
N29#1 1216 360 N29#2 1874 514 N30#1 1216 360
N30#2 2308 720 N31#1 1220 360 N31#2 2339 685
N32#1 1236 360 N32#2 1228 360 N33#1 1236 360
N33#2 1634 390 N36#1 1236 360 N36#2 1635 389
N42#1 1224 360 N42#2 1633 391 N44#1 1224 360
N44#2 1637 391 N45#1 1228 360 N45#2 1628 392
N47#1 1141 327 N47#2 1607 389 N55#1 1731 421
N55#2 1637 391 N56#1 1220 360 N56#2 1632 392
N63#1 1232 360 N63#2 1634 390 N64#1 1220 360
N64#2 1632 392 N66#1 1220 360 N66#2 1632 392
N58#1 1224 360 N58#2 1632 392 N59#1 1236 360
N59#2 1618 386 N61#1 1236 360 N61#2 1631 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 66.3000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 2.724930E+04 66.300
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.347669E+00 0.011
Surface Runoff from Watersheds 2.687697E+04 65.394
Total Water remaining in Surface Storage 1.725521E+02 0.420
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.727713E+04 66.368
Total Precipitation + Initial Storage. 2.724930E+04 66.300
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............... -0.1021
****************************************************
* 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.............. 2.687697E+04 65.394
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.................. 2.682374E+04 65.265
Initial Storage + Inflow.................... 2.687697E+04 65.394
Final Storage + Outflow + Diverted GW....... 2.682374E+04 65.265
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1984
##################################################
# 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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.08925 0.00000 65.56540 0.00000 65.42703
Total Losses (mm)...... 0.00000 0.86325 0.00000 0.73060 0.00000 0.82452
Remaining Depth (mm)... 0.00000 0.34750 0.00000 0.00400 0.00000 0.04845
Peak Runoff Rate (cms). 0.00000 0.85906 0.00000 0.03005 0.00000 0.12841
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.22035 66.35729 66.27877 66.41990 66.41082 66.70708
Peak Runoff Rate (cms). 1.11669 0.00129 0.77583 0.00003 0.12837 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.22035 66.35729 66.27877 66.41990 66.41082 66.70708
Peak Runoff Rate (cms). 1.11669 0.00129 0.77583 0.00003 0.12837 0.00014
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) 66.22035 65.09052 66.27877 65.56625 66.41082 65.42831
Peak Runoff Rate (cms). 1.11669 0.86035 0.77583 0.03008 0.12837 0.12855
Unit Runoff (mm/hr).... 238.44928 184.79849 253.72097 272.97596 274.10697 259.24036
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.25609 0.00000 65.36897 0.00000 65.40665
Total Losses (mm)...... 0.00000 0.85329 0.00000 0.83910 0.00000 0.83066
Remaining Depth (mm)... 0.00000 0.19062 0.00000 0.09194 0.00000 0.06269
Peak Runoff Rate (cms). 0.00000 1.24932 0.00000 0.74000 0.00000 0.20804
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.31117 66.55256 66.09590 66.46558 66.42469 66.42987
Peak Runoff Rate (cms). 0.16575 0.17668 0.38645 0.35692 0.04537 0.18385
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.31117 66.55256 66.09590 66.46558 66.42469 66.42987
Peak Runoff Rate (cms). 0.16575 0.17668 0.38645 0.35692 0.04537 0.18385
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) 66.31117 65.38574 66.09590 65.69795 66.42469 65.86710
Peak Runoff Rate (cms). 0.16575 1.42601 0.38645 1.09693 0.04537 0.39189
Unit Runoff (mm/hr).... 261.59547 222.16527 209.37797 253.62287 274.52012 263.43865
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.35485 0.00000 65.34965 0.00000 65.03584
Total Losses (mm)...... 0.00000 0.84157 0.00000 0.84242 0.00000 0.86532
Remaining Depth (mm)... 0.00000 0.10357 0.00000 0.10793 0.00000 0.39884
Peak Runoff Rate (cms). 0.00000 0.57319 0.00000 0.74421 0.00000 1.39594
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.30805 66.43670 66.32636 66.55304 66.36933 66.34294
Peak Runoff Rate (cms). 0.51027 0.35234 0.82438 0.00087 0.08971 0.00218
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.30805 66.43670 66.32636 66.55304 66.36933 66.34294
Peak Runoff Rate (cms). 0.51027 0.35234 0.82438 0.00087 0.08971 0.00218
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) 66.30805 65.73350 66.32636 65.35085 66.36933 65.03715
Peak Runoff Rate (cms). 0.51027 0.92554 0.82438 0.74508 0.08971 1.39813
Unit Runoff (mm/hr).... 260.88538 252.61127 264.82525 239.34961 271.37449 176.83782
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.29907 0.00000 61.45836 0.00000 65.33943
Total Losses (mm)...... 0.00000 0.84910 0.00000 0.88370 0.00000 0.84397
Remaining Depth (mm)... 0.00000 0.15183 0.00000 3.95794 0.00000 0.11660
Peak Runoff Rate (cms). 0.00000 1.25728 0.00000 0.55367 0.00000 1.15250
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.30183 66.56681 66.30183 66.35471 66.32147 66.42959
Peak Runoff Rate (cms). 0.17867 0.16986 0.28588 0.26590 0.72679 0.72023
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.30183 66.56681 66.30183 66.35471 66.32147 66.42959
Peak Runoff Rate (cms). 0.17867 0.16986 0.28588 0.26590 0.72679 0.72023
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) 66.30183 65.42584 66.30183 61.94799 66.32147 65.72098
Peak Runoff Rate (cms). 0.17867 1.42714 0.28588 0.81957 0.72679 1.87273
Unit Runoff (mm/hr).... 259.43617 231.27542 259.43617 83.10273 263.82854 249.92917
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.46324 0.00000 65.41689 0.00000 65.44952
Total Losses (mm)...... 0.00000 0.80930 0.00000 0.82775 0.00000 0.81584
Remaining Depth (mm)... 0.00000 0.02746 0.00000 0.05536 0.00000 0.03464
Peak Runoff Rate (cms). 0.00000 0.36692 0.00000 0.28977 0.00000 0.26880
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.39239 0.00000 66.39252 66.68378 66.38356 66.75644
Peak Runoff Rate (cms). 0.37635 0.00000 0.30862 0.00032 0.27038 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.39239 0.00000 66.39252 66.68378 66.38356 66.75644
Peak Runoff Rate (cms). 0.37635 0.01066 0.30862 0.00032 0.27038 0.00029
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 66.39239 65.46324 66.39252 65.41815 66.38356 65.45083
Peak Runoff Rate (cms). 0.37635 0.36692 0.30862 0.29009 0.27038 0.26909
Unit Runoff (mm/hr).... 273.23354 266.38674 273.24171 256.83912 272.63884 263.99911
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.36101 0.00000 65.37805 0.00000 65.29943
Total Losses (mm)...... 0.00000 0.84053 0.00000 0.83733 0.00000 0.84906
Remaining Depth (mm)... 0.00000 0.09846 0.00000 0.08462 0.00000 0.15150
Peak Runoff Rate (cms). 0.00000 0.44679 0.00000 0.21738 0.00000 0.23061
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.32971 66.57143 66.33424 66.60188 66.34451 66.48748
Peak Runoff Rate (cms). 0.49000 0.00052 0.22745 0.00025 0.09601 0.00028
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.32971 66.57143 66.33424 66.60188 66.34451 66.48748
Peak Runoff Rate (cms). 0.49000 0.00052 0.22745 0.00025 0.09601 0.00028
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) 66.32971 65.36222 66.33424 65.37927 66.34451 65.30062
Peak Runoff Rate (cms). 0.49000 0.44731 0.22745 0.21762 0.09601 0.23090
Unit Runoff (mm/hr).... 265.48189 242.35049 266.33364 246.86880 268.10058 226.52893
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.26830 65.20858 65.38761 0.00000 65.31558
Total Losses (mm)...... 0.00000 0.85220 0.85691 0.83531 0.00000 0.84718
Remaining Depth (mm)... 0.00000 0.17950 0.23451 0.07708 0.00000 0.13725
Peak Runoff Rate (cms). 0.00000 0.24731 0.33723 0.41861 0.00000 0.13321
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.42890 66.71356 66.44769 66.62051 66.30961 66.50604
Peak Runoff Rate (cms). 0.03026 0.00013 0.00455 0.00047 0.15113 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.42890 66.71356 66.44769 66.62051 66.30961 66.50604
Peak Runoff Rate (cms). 0.03026 0.00013 0.00455 0.00047 0.15113 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) 66.42890 65.26888 65.22097 65.38884 66.30961 65.31677
Peak Runoff Rate (cms). 0.03026 0.24744 0.34178 0.41908 0.15113 0.13337
Unit Runoff (mm/hr).... 274.61543 219.07616 206.77821 249.38981 261.24169 230.54696
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.41212 0.00000 65.34277 0.00000 65.31995
Total Losses (mm)...... 0.00000 0.82915 0.00000 0.84348 0.00000 0.84663
Remaining Depth (mm)... 0.00000 0.05874 0.00000 0.11375 0.00000 0.13343
Peak Runoff Rate (cms). 0.00000 0.30252 0.00000 0.49021 0.00000 0.75849
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.36222 66.67296 66.31389 66.54260 66.30649 66.51144
Peak Runoff Rate (cms). 0.31307 0.00033 0.53451 0.00058 0.86124 0.00091
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.36222 66.67296 66.31389 66.54260 66.30649 66.51144
Peak Runoff Rate (cms). 0.31307 0.00033 0.53451 0.00058 0.86124 0.00091
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) 66.36222 65.41338 66.31389 65.34397 66.30649 65.32114
Peak Runoff Rate (cms). 0.31307 0.30286 0.53451 0.49079 0.86124 0.75941
Unit Runoff (mm/hr).... 270.58152 255.67010 262.20039 237.54423 260.52660 231.65339
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).... 66.30000 66.30000 66.30000 66.30000 66.30000 66.30000
Max Intensity (mm/hr).. 273.00000 273.00000 273.00000 273.00000 273.00000 273.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 65.34515 0.00000 65.46751 0.00000 65.44190
Total Losses (mm)...... 0.00000 0.84312 0.00000 0.80705 0.00000 0.81904
Remaining Depth (mm)... 0.00000 0.11173 0.00000 0.02544 0.00000 0.03905
Peak Runoff Rate (cms). 0.00000 0.28179 0.00000 0.09554 0.00000 0.14447
Total Impervious Area
---------------------
Total Runoff Depth (mm) 66.32551 66.54616 66.40619 66.78617 66.38356 66.74059
Peak Runoff Rate (cms). 0.30621 0.00033 0.09055 0.00010 0.15021 0.00016
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 66.32551 66.54616 66.40619 66.78617 66.38356 66.74059
Peak Runoff Rate (cms). 0.30621 0.00033 0.09055 0.00010 0.15021 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) 66.32551 65.34635 66.40619 65.46883 66.38356 65.44320
Peak Runoff Rate (cms). 0.30621 0.28212 0.09055 0.09564 0.15021 0.14462
Unit Runoff (mm/hr).... 264.65401 238.16785 273.92756 267.06286 272.63884 262.48939
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| |
| |
| |
| |
| |
| ################## |
| # # |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | ################# # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
160.000 = # # =
| # # |
################## # |
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
80.000 # ################# =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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 5.8498 14.6245 80.0000
N2 4.2943 10.7358 265.0000
N3 17.0885 42.7213 0.0000
N4 10.4204 26.0511 0.0000
N5 31.2226 50.0000 0.0000
N6 49.4829 50.0000 0.0000
N7 46.8298 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 17.3993 43.4982 0.0000
N12 20.5692 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 24.1043 50.0000 0.0000
N15 4.5433 11.3583 1090.0000
N24 11.0161 27.5403 0.0000
N25 20.8954 50.0000 0.0000
N26 14.4482 36.1206 0.0000
N27 34.7112 50.0000 0.0000
N28 45.3281 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 41.9781 50.0000 0.0000
N32 21.9656 50.0000 0.0000
N33 25.2534 50.0000 0.0000
N34 20.5306 50.0000 0.0000
N35 22.9552 50.0000 0.0000
N36 17.0099 42.5247 0.0000
N37 26.5497 50.0000 0.0000
N38 21.5249 50.0000 0.0000
N39 32.7941 50.0000 0.0000
N41 15.6723 39.1808 0.0000
N42 19.1384 47.8460 0.0000
N43 32.1447 50.0000 0.0000
N44 34.5942 50.0000 0.0000
N45 29.1331 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 17.4850 43.7126 0.0000
N47 14.0091 35.0228 0.0000
N48 24.2978 50.0000 0.0000
N49 17.4613 43.6533 0.0000
N50 16.5177 41.2943 0.0000
N51 18.2517 45.6294 0.0000
N52 10.8513 27.1283 0.0000
N53 11.1855 27.9639 0.0000
N54 15.7942 39.4855 0.0000
N55 0.4840 1.2099 19930.0000
N56 0.8378 2.0944 20.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 49.8853 50.0000 0.0000
N60 35.7825 50.0000 0.0000
N61 17.4336 43.5840 0.0000
N62 25.8092 50.0000 0.0000
N63 0.4270 1.0674 215.0000
N64 15.1858 37.9646 0.0000
N65 27.2781 50.0000 0.0000
N66 20.1387 50.0000 0.0000
N67 9.2410 23.1024 0.0000
N68 6.9612 17.4030 0.0000
D1 10.5864 26.4660 0.0000
N60.7 12.6816 31.7041 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 3.5822 3.5822 9.7821 0.0833 0.0089 0.1400 Normal Soln
L2 3.8744 3.8744 11.4022 0.0000 0.0119 0.1014 Normal Soln
L3 5.8708 5.8708 25.8023 0.0000 0.0110 0.1483 Normal Soln
L4 5.2281 5.2281 21.7602 0.0000 0.0133 0.4063 Normal Soln
L5 3.2574 3.2574 11.9583 0.0000 0.0107 0.4701 Normal Soln
L6 3.4652 3.4652 14.5369 0.0000 -0.0254 0.1087 Normal Soln
L7 3.4196 3.4196 39.2214 6.0833 0.0255 0.0648 Normal Soln
L8 2.9460 2.9460 50.0000 224.3333 0.0415 0.0979 Normal Soln
L9 4.9325 4.9325 17.7345 0.0000 0.0134 1.2636 Normal Soln
L10 3.6620 3.6620 18.1860 7.5000 0.0190 0.0296 Normal Soln
L11 5.7228 5.7228 48.0411 0.0000 0.1231 0.0727 Normal Soln
L12 5.0201 5.0201 50.0000 0.0000 0.1366 0.0756 Normal Soln
L13 5.6617 5.6617 50.0000 0.0000 0.1632 0.1448 Normal Soln
L14 3.8939 3.8939 11.2963 0.0000 0.1319 2.5240 Normal Soln
L15 4.6195 4.6195 18.9411 0.0000 0.1329 0.2246 Normal Soln
L24 6.8594 6.8594 23.4241 0.0000 0.0667 0.1974 Normal Soln
L25 4.9175 4.9175 19.6366 0.0000 0.0828 0.1235 Normal Soln
L26 4.1649 4.1649 12.5362 0.0000 0.0593 0.2873 Normal Soln
L27 4.3262 4.3262 14.0480 0.0000 0.0833 0.0275 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0087 0.0193 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0104 0.0482 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0167 0.0558 Normal Soln
L31 36.1089 36.1089 50.0000 0.0000 0.0277 0.1130 Normal Soln
L32 6.5611 6.5611 21.0006 0.0000 0.0167 0.8864 Normal Soln
L33 6.2760 6.2760 24.6241 0.0000 0.0051 0.0936 Normal Soln
L34 6.3240 6.3240 43.4470 0.0000 0.0250 0.3669 Normal Soln
L35 8.5177 8.5177 26.5101 0.0000 0.0396 0.0659 Normal Soln
L36 6.2332 6.2332 12.3218 0.0000 0.0597 0.0169 Normal Soln
W2637 6.9189 6.9189 28.8377 0.0000 -0.0025 0.0138 Normal Soln
L37 7.5863 7.5863 35.8587 0.0000 0.0352 0.0391 Normal Soln
L38 3.9751 3.9751 14.9063 0.0000 0.0687 1.0328 Normal Soln
L39 2.8076 2.8076 11.3534 0.0000 -0.0677 0.0951 Normal Soln
L41 14.7995 14.7995 50.0000 0.0000 0.0641 0.8551 Normal Soln
4243 19.7520 19.7520 50.0000 0.0000 0.0562 0.3792 Normal Soln
4344 15.8583 15.8583 50.0000 0.0000 0.0486 0.3529 Normal Soln
6869 5.8032 5.8032 37.3499 0.0000 0.0408 0.5500 Normal Soln
4445 9.3094 9.3094 46.4552 0.0000 0.0467 0.2442 Normal Soln
4546 6.9598 6.9598 23.1543 0.0000 0.0541 0.2139 Normal Soln
4647 5.1667 5.1667 17.7647 0.0000 0.0419 1.0728 Normal Soln
4754 8.6685 8.6685 41.0546 0.0000 0.0416 0.3056 Normal Soln
4849 4.7342 4.7342 11.7591 0.0000 0.0106 0.0654 Normal Soln
5051 6.5614 6.5614 16.9690 0.0000 -0.0119 0.1292 Normal Soln
5253 6.0054 6.0054 10.7963 0.0000 -0.0501 0.0890 Normal Soln
5354 7.9109 7.9109 50.0000 0.0000 -0.0604 0.0767 Normal Soln
5462 3.1415 3.1415 43.8243 0.0000 -0.0547 0.2070 Normal Soln
5657 5.6136 5.6136 9.8616 0.0000 0.0033 0.0112 Normal Soln
5758 40.0416 40.0416 50.0000 0.0000 0.0057 0.0149 Normal Soln
5859 7.7869 7.7869 17.0429 0.0000 0.0068 0.0950 Normal Soln
5960 8.1377 8.1377 18.8583 0.0000 0.0089 0.0855 Normal Soln
6061 5.4272 5.4272 30.1966 0.0000 -0.0224 0.0671 Normal Soln
6162 9.1225 9.1225 20.4205 0.0000 -0.0276 0.0418 Normal Soln
6465 8.7713 8.7713 32.9253 0.0000 0.0337 0.2618 Normal Soln
6566 9.2911 9.2911 44.3199 0.0000 0.0478 0.4088 Normal Soln
6667 14.0728 14.0728 50.0000 0.0000 0.0298 0.4829 Normal Soln
L595 1.5658 1.5658 37.9028 0.0000 -0.0771 0.4325 Normal Soln
L598 1.3479 1.3479 3.5445 12.8333 -0.0086 1.5054 Normal Soln
5556ova 6.3794 6.3794 10.0875 0.0000 -0.0077 0.1320 Normal Soln
5556unda 2.9756 2.9756 7.7885 0.0000 -0.0107 2.2404 Normal Soln
5663ova 38.6368 38.6368 50.0000 0.0000 0.0035 0.1155 Normal Soln
5663und 15.0226 15.0226 38.3680 0.0000 0.0053 2.2642 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0040 0.0113 Normal Soln
6364und 14.6930 14.6930 28.0483 0.0000 -0.0728 2.7905 Normal Soln
6264ova 4.7459 4.7459 10.7803 0.0000 0.0225 0.1703 Normal Soln
6264und 1.0805 1.0805 2.5407 42.0833 0.0086 2.1249 Normal Soln
6768ova 3.5643 3.5643 7.7303 0.0000 0.0349 0.9182 Normal Soln
6768und 1.4904 1.4904 4.1813 67.0833 0.0079 2.0478 Normal Soln
4950ova 5.9117 5.9117 24.1813 0.0000 0.0010 0.0318 Normal Soln
4950und 1.9404 1.9404 7.2033 0.0000 0.0081 1.2534 Normal Soln
5152ova 6.5254 6.5254 36.9860 0.0000 0.0007 0.0340 Normal Soln
5152und 1.6506 1.6506 5.4032 0.0000 -0.0142 0.6736 Normal Soln
The conduit with the smallest time step limitation was..L8
The conduit with the largest wobble was.................6364und
The conduit with the largest flow change in any
consecutive time step...................................L13
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.14 / 94.11/
N36/ 0.06 / 93.04/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.10 / 91.58/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.13 / 89.83/
N69/ 0.07 / 87.75/ N46/ 0.13 / 89.47/ N47/ 0.13 / 89.45/
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/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.10 / 88.18/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.03 / 88.78/ 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/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.02 / L39/ -0.02 / L41/ 0.02 /
4243/ 0.02 / 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 5051/ 0.00 /
5253/ 0.00 / 5354/ 0.00*/ 5462/ 0.02*/
5657/ 0.00*/ 5758/ 0.00*/ 5859/ 0.00*/
5960/ 0.00*/ 6061/ 0.00 / 6162/ 0.00*/
6465/ 0.02 / 6566/ 0.02 / 6667/ 0.02 /
L595/ 0.02*/ 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/ 0.02 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00*/ 4950und/ 0.00 / 5152ova/ 0.00*/
5152und/ 0.00*/ FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.09 / L32/ 0.22 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.24 /
L36/ 0.38 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.21 / 4344/ 0.23 / 6869/ 0.11 /
4445/ 0.11 / 4546/ 0.37 / 4647/ 0.11 /
4754/ 0.22 / 4849/ 0.06 / 5051/ 0.04 /
5253/ 0.08 / 5354/ 0.01 / 5462/ 0.10 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.02 /
5960/ 0.02 / 6061/ 0.02 / 6162/ 0.04 /
6465/ 0.40 / 6566/ 0.21 / 6667/ 0.03 /
L595/ 0.07 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.29 / 5663ova/ 0.00 / 5663und/ 0.26 /
6364ova/ 0.00 / 6364und/ 0.01 / 6264ova/ 0.00 /
6264und/ 0.30 / 6768ova/ 0.00 / 6768und/ 0.51 /
4950ova/ 0.00 / 4950und/ 0.05 / 5152ova/ 0.00 /
5152und/ 0.03 /
Conduit/ Width
L1/ 0.08 / L2/ 0.10 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.13 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.93 /
L10/ 5.85 / L11/ 10.41 / L12/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.19 /
L24/ 0.90 / L25/ 1.18 / L26/ 0.89 /
L27/ 1.39 / L28/ 0.19 / L29/ 0.44 /
L30/ 2.33 / L31/ 2.08 / L32/ 0.84 /
L33/ 0.06 / L34/ 4.18 / L35/ 0.71 /
L36/ 0.47 / W2637/ 0.01 / L37/ 1.68 /
L38/ 2.22 / L39/ 2.35 / L41/ 1.96 /
4243/ 1.41 / 4344/ 1.38 / 6869/ 2.32 /
4445/ 2.41 / 4546/ 0.71 / 4647/ 2.26 /
4754/ 1.41 / 4849/ 0.22 / 5051/ 0.19 /
5253/ 0.17 / 5354/ 1.28 / 5462/ 2.62 /
5657/ 0.44 / 5758/ 0.23 / 5859/ 0.06 /
5960/ 0.10 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.80 / 6566/ 1.13 / 6667/ 4.14 /
L595/ 3.75 / L598/ 1.20 / 5556ova/ 0.01 /
5556unda/ 0.15 / 5663ova/ 0.04 / 5663und/ 0.15 /
6364ova/ 0.04 / 6364und/ 0.28 / 6264ova/ 0.02 /
6264und/ 0.56 / 6768ova/ 0.10 / 6768und/ 0.51 /
4950ova/ 0.00 / 4950und/ 3.00 / 5152ova/ 0.00 /
5152und/ 3.00 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.14 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.08 / N46/ 0.14 / N47/ 0.13 /
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/ 0.00 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.11 /
N66/ 0.22 / N67/ 0.38 / N68/ 0.11 /
D1/ 0.03 / N60.7/ 0.10 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.89 /
N36/ 16.96 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.42 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.17 /
N69/ 22.25 / N46/ 20.53 / N47/ 10.55 /
N48/ 8.41 / N49/ 8.65 / N50/ 8.67 /
N51/ 9.04 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.82 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.88 / N2/ 0.70 / N3/ 0.80 /
N4/ 1.06 / N5/ 1.02 / N6/ 0.74 /
N7/ 1.29 / N8/ 1.82 / N9/ 2.25 /
N10/ 1.92 / N11/ 0.96 / N12/ 1.56 /
N13/ 2.16 / N14/ 2.71 / N15/ 0.55 /
N24/ 0.74 / N25/ 0.71 / N26/ 1.12 /
N27/ 0.66 / N28/ 0.38 / N29/ 0.50 /
N30/ 0.50 / N31/ 0.84 / N32/ 1.18 /
N33/ 0.40 / N34/ 0.97 / N35/ 0.98 /
N36/ 0.73 / N37/ 1.09 / N38/ 1.39 /
N39/ 1.34 / N41/ 1.32 / N42/ 1.31 /
N43/ 1.20 / N44/ 1.23 / N45/ 1.49 /
N69/ 1.86 / N46/ 1.81 / N47/ 1.81 /
N48/ 0.55 / N49/ 0.78 / N50/ 0.79 /
N51/ 1.16 / N52/ 1.19 / N53/ 1.59 /
N54/ 1.94 / N55/ 1.13 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.21 / N59/ 0.23 /
N60/ 0.22 / N61/ 0.62 / N62/ 2.20 /
N63/ 1.32 / N64/ 1.23 / N65/ 1.73 /
N66/ 2.00 / N67/ 2.15 / N68/ 1.86 /
D1/ 2.37 / N60.7/ 0.78 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 / N60.7/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.62 / L8/ 14.33 / L9/ 0.03 /
L10/ 2.58 / L11/ 4.98 / L12/ 9.57 /
L13/ 11.75 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.18 / L31/ 0.13 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.27 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.17 /
L38/ 0.23 / L39/ 0.36 / L41/ 0.13 /
4243/ 0.09 / 4344/ 0.08 / 6869/ 0.22 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.17 /
4754/ 0.09 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.11 / 5462/ 0.20 /
5657/ 0.00 / 5758/ 0.00 / 5859/ 0.00 /
5960/ 0.00 / 6061/ 0.00 / 6162/ 0.00 /
6465/ 0.05 / 6566/ 0.10 / 6667/ 0.66 /
L595/ 0.28 / 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/ 0.03 / 6768ova/ 0.00 / 6768und/ 0.02 /
4950ova/ 0.00 / 4950und/ 0.01 / 5152ova/ 0.00 /
5152und/ 0.01 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.33 / L5/ 5.62 / L6/ 18.81 /
L7/ 69.47 / L8/ 143.30 / L9/ 0.29 /
L10/ 25.83 / L11/ 82.14 / L12/ 157.83 /
L13/ 205.56 / L14/ 0.26 / L15/ 3.92 /
L24/ 0.70 / L25/ 0.94 / L26/ 0.80 /
L27/ 2.13 / L28/ 1.73 / L29/ 5.13 /
L30/ 26.34 / L31/ 11.43 / L32/ 1.12 /
L33/ 0.01 / L34/ 4.68 / L35/ 1.10 /
L36/ 0.57 / W2637/ 0.00 / L37/ 3.97 /
L38/ 3.29 / L39/ 3.61 / L41/ 6.98 /
4243/ 5.18 / 4344/ 3.96 / 6869/ 4.31 /
4445/ 5.33 / 4546/ 1.29 / 4647/ 3.45 /
4754/ 2.80 / 4849/ 0.12 / 5051/ 0.28 /
5253/ 0.16 / 5354/ 3.10 / 5462/ 2.35 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.05 /
6465/ 1.69 / 6566/ 3.51 / 6667/ 32.76 /
L595/ 1.68 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 2.03 / 6264ova/ 0.00 /
6264und/ 0.63 / 6768ova/ 0.00 / 6768und/ 0.40 /
4950ova/ 0.00 / 4950und/ 0.07 / 5152ova/ 0.00 /
5152und/ 0.11 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.07 /
4445/ 0.06 / 4546/ 0.06 / 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/ 0.07 / 6667/ 0.14 /
L595/ 0.02 / L598/ 0.00 / 5556ova/ 0.00 /
5556unda/ 0.00 / 5663ova/ 0.00 / 5663und/ 0.00 /
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/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.11 L35/ 94.11/ 93.04/
L36/ 93.04/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.19/ 92.19 L41/ 91.99/ 91.58/
4243/ 91.58/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.83 4546/ 89.83/ 89.47 4647/ 89.47/ 89.45/
4754/ 89.45/ 89.27 4849/ 90.59/ 90.41 5051/ 90.33/ 90.07/
5253/ 89.94/ 89.53 5354/ 89.53/ 89.27 5462/ 89.27/ 88.93/
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/ 90.50/ 88.93/
6465/ 88.77/ 88.18 6566/ 88.18/ 87.99 6667/ 87.99/ 87.99/
L595/ 88.93/ 88.78 L598/ 90.60/ 90.50 5556ova/ 98.41/ 98.41/
5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75 5663und/ 98.41/ 97.00/
6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77 6264ova/ 88.77/ 88.77/
6264und/ 88.78/ 88.77 6768ova/ 87.93/ 87.93 6768und/ 87.99/ 87.93/
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........ 12080
Total number of time steps during simulation.... 10792
Ratio of actual # of time steps / NTCYC......... 2.498
Average number of iterations per time step...... 1.119
Average time step size(seconds)................ 2.001
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.996
Average minimum implicit time step (sec)........ 2.666
Average minimum junction time step (sec)........ 2.666
Average Courant Factor Tf....................... 2.666
Number of times omega reduced................... 208
*=========================================================*
| 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 1.14 12342 1 8 0 0 0
N2 0 1.15 12404 5 19 4 0 0
N3 0 1.15 12443 0 8 0 0 0
N4 0 1.15 12371 0 7 0 0 0
N5 0 1.27 13698 2 12 1 0 0
N6 0 1.50 16225 0 10 1 0 0
N7 0 2.15 23173 0 12 9 0 0
N8 0 2.94 31686 77 26 86 1 0
N9 0 2.38 25737 37 14 46 0 0
N10 0 1.15 12401 0 7 0 0 0
N11 0 1.66 17954 0 31 1 1 0
N12 0 2.39 25789 0 10 1 0 0
N13 0 2.72 29370 0 8 0 0 0
N14 0 2.21 23816 5 23 4 0 0
N15 0 1.14 12296 0 7 0 0 0
N24 0 1.15 12460 0 14 1 0 0
N25 0 1.14 12308 0 6 0 0 0
N26 0 1.30 14006 2 11 2 0 0
N27 0 1.15 12429 0 7 0 0 0
N28 0 1.07 11554 0 6 0 0 0
N29 0 1.14 12309 1 13 1 0 0
N30 0 1.16 12540 1 14 1 0 0
N31 0 1.09 11757 0 15 2 0 0
N32 0 1.14 12285 0 7 0 0 0
N33 0 1.14 12353 0 13 1 0 0
N34 0 1.16 12487 2 8 0 0 0
N35 0 1.23 13292 2 7 0 0 0
N36 0 1.13 12173 0 7 0 0 0
N37 0 1.20 12987 2 10 1 0 0
N38 0 1.23 13268 0 19 1 0 0
N39 0 1.13 12247 0 6 0 0 0
N41 0 1.17 12653 0 9 0 0 0
N42 0 1.20 12960 2 18 1 0 0
N43 0 1.16 12525 0 7 0 0 0
N44 0 1.21 13091 0 8 0 0 0
N45 0 1.18 12702 0 8 0 0 0
N69 0 1.26 13573 1 8 0 0 0
N46 0 1.21 13106 0 7 0 0 0
N47 0 1.20 12970 0 7 0 0 0
N48 0 1.22 13180 1 7 0 0 0
N49 0 1.52 16362 3 15 3 0 0
N50 0 1.53 16458 0 7 0 0 0
N51 0 1.69 18286 1 8 0 0 0
N52 0 1.70 18351 0 8 0 0 0
N53 0 1.92 20765 0 8 0 0 0
N54 0 2.02 21773 1 8 0 0 0
N55 0 1.18 12743 18 7 0 0 0
N56 0 1.36 14645 11 15 3 0 0
N57 0 1.11 11970 0 6 0 0 0
N58 0 1.14 12302 0 30 2 1 0
N59 0 1.18 12738 2 8 0 0 0
N60 0 1.22 13173 0 8 0 0 0
N61 0 1.34 14429 0 10 1 0 0
N62 0 2.33 25192 0 17 1 0 0
N63 0 1.37 14817 8 42 35 2 1
N64 0 1.36 14677 2 25 34 1 0
N65 0 1.19 12824 0 7 0 0 0
N66 0 1.26 13603 0 6 0 0 0
N67 0 1.39 15018 1 8 0 0 0
N68 0 1.31 14145 0 6 0 0 0
D1 0 2.04 22033 16 9 0 0 0
N60.7 0 1.29 13883 4 14 4 0 0
Total number of iterations for all junctions.. 949107
Minimum number of possible iterations......... 669104
Efficiency of the simulation.................. 1.42
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 103.7050 0 15 0.0000 6.2950 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.4088 0 15 0.0000 7.5912 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1780 0 15 0.0000 8.8220 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5211 0 15 0.0000 9.4789 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0556 0 15 0.0000 9.9444 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.6020 0 15 0.0000 10.3980 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6216 0 15 0.0000 10.3784 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6235 0 15 0.0000 10.3765 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6243 0 15 0.0000 10.3757 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9189 0 15 0.0000 11.0811 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6564 0 15 0.0000 12.3436 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6596 0 15 0.0000 12.3404 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6610 0 15 0.0000 12.3390 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6619 0 15 0.0000 12.3381 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 95.0087 0 15 0.0000 14.9913 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7741 0 16 0.0000 15.2259 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2993 0 15 0.0000 15.7007 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9668 0 15 0.0000 16.0332 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3977 0 16 0.0000 16.6023 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8830 0 16 0.0000 9.1170 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9957 0 16 0.0000 6.0043 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9971 0 18 0.0000 4.0029 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3405 0 19 0.0000 11.6595 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.9773 0 22 0.0000 14.0227 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9146 0 15 0.0000 12.0854 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0446 0 22 0.0000 14.9554 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9499 0 23 0.0000 15.0501 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7052 0 22 0.0000 16.2948 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.4001 0 17 0.0000 16.5999 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3861 0 17 0.0000 16.6139 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.3240 0 17 0.0000 16.6760 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.2042 0 17 0.0000 16.7958 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7950 0 18 0.0000 17.2050 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8454 0 19 0.0000 18.1546 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2265 0 25 0.0000 18.7735 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.1884 0 26 0.0000 18.8116 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.5355 0 28 0.0000 20.4645 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1490 0 26 0.0000 18.8510 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1264 0 26 0.0000 8.8736 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1301 0 25 0.0000 7.8699 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 91.1267 0 25 0.0000 7.8733 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 91.1210 0 26 0.0000 7.8790 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1208 0 26 0.0000 7.8792 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1179 0 26 0.0000 7.8821 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1181 0 26 0.0000 7.8819 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1181 0 26 0.0000 7.8819 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0460 0 15 0.0000 9.9540 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5525 0 15 0.0000 10.4475 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2619 0 15 0.0000 10.7381 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6521 0 15 0.0000 6.3479 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8340 0 15 0.0000 7.1660 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.3762 0 16 0.0000 7.6238 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1170 0 26 0.0000 7.8830 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1171 0 26 0.0000 7.8829 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0723 0 15 0.0000 1.9277 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.8638 0 27 0.0000 9.1362 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8112 0 27 0.0000 9.1888 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.7802 0 27 0.0000 9.2198 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.7583 0 28 0.0000 9.2417 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.6956 0 28 0.0000 9.3044 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1167 0 26 0.0000 18.8833 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.3761 0 16 0.0000 8.6239 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 1.5902 0 15 1.0736 0 15 0.0668 103.7049 102.4088 .4375 .3494
L2 31.3792 2.1255 2000.000 1.5827 0 15 0.9650 0 15 0.0504 102.4088 101.1780 .3494 .3990
L3 21.1637 1.3610 2000.000 1.5691 0 15 0.6201 0 15 0.0741 101.1780 100.5211 .3990 .5306
L4 14.8201 1.0611 2000.000 3.0050 0 15 0.7354 0 15 0.2028 100.5211 100.0555 .5306 .5078
L5 14.1212 0.8828 2000.000 2.9891 0 15 0.8364 0 15 0.2117 100.0556 99.6021 .5078 .3710
L6 107.6004 6.2326 2000.000 3.0078 0 15 0.7018 0 15 0.0280 99.6020 99.6216 .3710 .6458
L7 212.9831 7.4760 2500.000 3.0117 0 15 0.2678 0 15 0.0141 99.6216 99.6235 .5166 .7294
L8 226.7844 7.2108 2500.000 3.4305 0 15 0.1615 0 15 0.0151 99.6235 99.6242 .7294 .9017
L9 5.4768 0.2939 750.0000 3.3522 0 15 0.5639 0 15 0.6121 99.6243 99.4235 .5390 .2847
L10 230.8083 6.4964 2000.000 3.3519 0 15 0.5499 0 15 0.0145 98.9189 97.6564 .1094 .4782
L11 134.5580 5.4497 2000.000 3.3837 0 16 0.3437 0 16 0.0251 97.6564 97.6596 .4782 .7798
L12 167.9513 6.1297 2500.000 3.4409 0 15 0.2284 0 15 0.0205 97.6596 97.6610 .6239 .8644
L13 106.1819 4.1059 2750.000 4.6667 0 15 0.2566 0 15 0.0440 97.6610 97.6619 .7858 .9861
L14 3.7006 0.2681 800.0000 4.6514 0 15 0.8852 0 15 1.2569 97.6619 97.5342 .6523 .5052
L15 41.4767 1.7796 1500.000 4.6491 0 15 0.6865 0 15 0.1121 95.0087 94.7741 .3658 .4960
L24 46.8109 1.7908 2000.000 4.6197 0 16 0.8538 0 16 0.0987 94.7741 94.2993 .3720 .3546
L25 97.5504 2.8655 2500.000 6.0232 0 15 0.8149 0 15 0.0617 94.2993 93.9668 .2837 .4467
L26 39.8090 1.2386 3000.000 5.7209 0 15 1.1966 0 15 0.1437 93.9668 93.3977 .3723 .2192
L27 416.5903 6.9969 3500.000 5.7159 0 15 1.0329 0 10 0.0137 93.3977 93.3861 .1879 .3960
Section 4
L28 142.9406 2.4129 2000.000 1.3787 0 16 0.7135 0 14 0.0096 120.8830 113.9957 .1915 .2478
L29 111.2914 2.2238 2000.000 2.6793 0 17 1.0900 0 16 0.0241 113.9957 105.9971 .2478 .2486
L30 121.4510 2.4983 2000.000 3.3926 0 18 0.7079 0 14 0.0279 105.9971 98.3405 .2486 .4203
L31 81.3908 1.8198 2000.000 4.6049 0 19 0.5740 0 11 0.0566 98.3405 95.9773 .4203 .5887
L32 10.6189 1.0497 1500.000 4.6957 0 22 1.0000 0 22 0.4422 95.9773 95.0446 .7849 .6497
L33 13.2107 0.8025 900.0000 0.5936 0 15 0.4062 0 15 0.0449 97.9146 97.3519 .4495 .2577
L34 27.1462 0.7567 2000.000 4.9121 0 22 0.4028 0 22 0.1809 95.0446 94.9499 .4873 .4900
L35 151.1332 2.3985 2800.000 4.9093 0 23 0.8110 0 23 0.0325 94.9499 93.7052 .3500 .2590
L36 604.2278 7.2058 3400.000 5.0886 0 22 1.4637 0 9 0.0084 93.7052 93.4001 .2133 .3206
W2637 41.0450 1.2356 2000.000 0.2841 0 15 0.3468 0 15 0.0069 93.9668 93.7289 .1234 .0545
L37 268.7941 4.1638 3600.000 5.2070 0 22 0.6554 0 31 0.0194 93.4001 93.3861 .3028 .3850
L38 20.3679 0.8611 2000.000 10.5165 0 16 0.9392 0 15 0.5163 93.3861 93.3240 .6930 .6720
L39 220.6626 2.1612 4000.000 -10.4670 0 17 -0.8809 0 15 -0.0474 93.3240 93.2042 .2860 .3061
L41 24.3580 0.8853 2000.000 10.4006 0 17 0.7416 0 17 0.4270 93.2042 92.7950 .6621 .6575
4243 57.3946 1.4914 2000.000 10.8898 0 18 0.7585 0 18 0.1897 92.7950 91.8454 .6575 .5977
4344 63.4676 1.7564 2000.000 10.9607 0 20 0.9029 0 18 0.1727 91.8454 91.2265 .5977 .6132
6869 43.1813 0.6276 2800.000 11.8457 0 28 0.5355 0 28 0.2743 89.6956 89.5355 .6627 .6627
4445 86.8567 1.9041 2500.000 10.4219 0 19 0.7104 0 17 0.1200 91.2265 91.1884 .4906 .5954
4546 96.3889 3.0307 2500.000 9.9768 0 19 1.0808 0 16 0.1035 91.1884 91.1490 .5954 .7236
4647 19.5453 0.7456 2500.000 9.5144 0 24 1.1287 0 16 0.4868 91.1490 91.1264 .7236 .7226
4754 69.8137 1.6227 2500.000 9.4932 0 25 0.7558 0 15 0.1360 91.1264 91.1181 .7226 .7752
4849 68.7768 2.2981 2000.000 1.9781 0 15 1.0213 0 15 0.0288 91.1301 91.1267 .2751 .3584
5051 53.2734 2.2916 2000.000 2.7578 0 15 1.1200 0 15 0.0518 91.1210 91.1208 .3955 .5254
5253 101.3181 4.3724 2000.000 2.9797 0 15 1.8525 0 12 0.0294 91.1179 91.1181 .5940 .7940
5354 215.9379 3.0206 2500.000 2.0916 0 11 0.4828 0 7 0.0097 91.1181 91.1181 .6352 .7432
5462 217.9611 2.6925 2500.000 10.5381 0 25 0.2739 2 12 0.0483 91.1181 91.1171 .7432 .8788
5657 69.9273 5.9238 400.0000 0.3925 0 15 0.6086 0 15 0.0056 99.5525 99.2619 .0562 .0798
5758 51.4571 6.0705 500.0000 0.3831 0 15 0.2253 0 15 0.0074 99.2619 92.6521 .0638 .4242
5859 18.9395 2.2745 1000.000 0.8940 0 15 1.0579 0 16 0.0472 92.6521 91.8340 .2121 .2340
5960 27.1929 2.5298 1000.000 1.1354 0 15 0.9029 0 15 0.0418 91.8340 91.3762 .2340 .2162
6061 54.8120 3.2856 1000.000 1.0419 0 15 0.3678 0 3 0.0190 91.3762 91.3761 .2162 .6761
6162 84.2671 4.7255 2000.000 1.0947 0 15 1.4691 0 7 0.0130 91.1170 91.1171 .3085 1.098 *
6465 90.4168 2.4565 2400.000 11.7653 0 26 0.9719 0 5 0.1301 89.8638 89.8112 .5141 .7213
6566 57.6108 1.7304 2400.000 11.6538 0 26 0.7898 0 10 0.2023 89.8112 89.7802 .7213 .8334
6667 54.3218 0.8545 2400.000 11.9340 0 27 0.3524 0 6 0.2197 89.7802 89.7583 .8334 .8951
L595 217.9611 2.6925 2500.000 10.9303 0 26 0.1916 0 0 0.0501 91.1171 91.1167 .8788 .9467
L598 1.4897 2.7588 450.0000 0.9166 0 16 1.6927 0 16 0.6153 91.3761 91.1170 1.724 1.371
5556ova 8.0165 3.7039 500.0000 0.5287 0 15 1.5904 0 15 0.0659 100.0460 99.5955 .3919 .3910
5556unda 0.2730 2.4721 375.0000 0.2297 0 15 2.0543 0 15 0.8413 100.0460 99.5525 3.002 2.886
5663ova 7.0634 3.0050 500.0000 0.4079 0 15 1.2344 0 15 0.0577 99.5525 98.1518 .3050 .3036
5663und 0.2114 1.9145 375.0000 0.2362 0 15 2.1633 0 15 1.1169 99.5525 97.3428 3.073 .9142
6364ova 109.2892 6.1392 1800.000 0.6179 0 15 0.8727 0 15 0.0057 97.0723 89.9722 .0401 .0401
6364und 0.6735 4.2350 450.0000 0.6288 0 7 3.9219 0 7 0.9335 97.0723 89.8638 2.938 2.741
6264ova 48.9163 1.4846 800.0000 4.1543 0 26 0.9278 0 26 0.0849 91.1167 91.0540 .2959 .2425
6264und 3.2349 3.4667 1090.000 3.3671 0 24 3.5426 0 22 1.0409 91.1167 89.8638 2.171 1.131
6768ova 22.4678 1.2234 600.0000 10.3147 0 27 1.2937 0 27 0.4591 89.7583 89.6956 .5971 .5260
6768und 3.2349 3.4667 1090.000 2.0473 0 18 2.1529 0 18 0.6329 89.7583 89.6956 1.649 1.702
4950ova 6.3533 1.3781 500.0000 0.1010 0 25 0.2483 0 25 0.0159 91.1267 91.1210 .1734 .2021
4950und 2.1890 1.6215 450.0000 0.9868 0 15 0.8329 0 15 0.4508 91.1267 91.1210 1.726 1.757
5152ova 3.7458 0.7006 500.0000 0.0630 0 25 0.1623 0 25 0.0168 91.1208 91.1179 .1816 .1858
5152und 6.8731 2.7770 825.0000 1.3785 0 15 1.1106 0 15 0.2006 91.1208 91.1179 1.407 1.439
FREE # 1 Undefnd Undefnd Undefn 11.8457 0 28
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.3202 1.4813 0.8441
L2 0.0000 360.0000 0.0000 0.0000 0.3385 1.6421 0.7210
L3 0.0000 360.0000 0.0000 0.0000 0.4206 2.5362 0.5754
L4 0.0000 360.0000 0.0000 0.0000 0.5245 4.0887 0.7627
L5 0.0000 360.0000 0.0000 0.0000 0.4783 3.5751 0.7344
L6 0.0000 360.0000 0.0000 0.0000 0.4596 4.2923 0.7125
L7 0.0000 360.0000 0.0000 0.0000 0.7603 11.2613 0.4167
L8 0.0000 360.0000 0.0000 0.0000 1.0342 21.2653 0.3289
L9 0.0000 0.0000 0.0000 360.0000 0.2149 5.9465 0.1741
L10 0.0000 360.0000 0.0000 0.0000 0.4109 6.1060 0.3225
L11 0.0000 360.0000 0.0000 0.0000 0.6138 9.8860 0.4310
L12 0.0000 360.0000 0.0000 0.0000 0.9058 15.0774 0.4241
L13 0.0000 360.0000 0.0000 0.0000 0.8749 18.1999 0.6244
L14 0.0000 0.0000 0.0000 360.0000 0.2671 5.2551 0.4098
L15 0.0000 360.0000 0.0000 0.0000 0.4547 6.7893 0.4424
L24 0.0000 360.0000 0.0000 0.0000 0.4179 5.4193 0.6182
L25 0.0000 360.0000 0.0000 0.0000 0.5783 7.4018 0.7430
L26 0.0000 360.0000 0.0000 0.0000 0.5461 4.7815 1.0614
L27 0.0000 360.0000 0.0000 0.0000 0.5176 6.1286 0.9645
L28 0.0000 360.0000 0.0000 0.0000 0.2376 1.9425 0.3121
L29 0.0000 360.0000 0.0000 0.0000 0.3376 2.4618 0.5364
L30 0.0000 360.0000 0.0000 0.0000 0.3436 4.9617 0.4592
L31 0.0000 360.0000 0.0000 0.0000 0.3989 9.7565 0.4862
L32 0.0000 360.0000 0.0000 0.0000 0.4764 4.6959 1.0759
L33 0.0000 0.0000 0.0000 360.0000 0.1338 1.4615 0.1292
L34 0.0000 360.0000 0.0000 0.0000 0.5653 12.1976 0.3936
L35 0.0000 360.0000 0.0000 0.0000 0.2822 6.0533 0.6914
L36 0.0000 360.0000 0.0000 0.0000 0.3201 7.3043 0.7768
W2637 346.1167 0.0000 0.0000 13.8833 0.1109 0.8192 0.0617
L37 0.0000 360.0000 0.0000 0.0000 0.6653 10.0354 0.6874
L38 0.0000 360.0000 0.0000 0.0000 0.6767 11.3914 1.2639
L39 0.0000 112.1944 247.8056 0.0000 0.7164 12.0254 1.0324
L41 0.0000 360.0000 0.0000 0.0000 0.8451 14.0363 0.9773
4243 0.0000 360.0000 0.0000 0.0000 0.5242 14.3721 0.9503
4344 1.1250 358.8750 0.0000 0.0000 0.5278 12.6471 1.0166
6869 5.2500 354.7500 0.0000 0.0000 0.8484 22.1218 0.9936
4445 0.2083 359.7917 0.0000 0.0000 0.9151 18.6593 0.8054
4546 0.2083 359.7917 0.0000 0.0000 0.8598 15.2182 1.3039
4647 0.2083 359.7917 0.0000 0.0000 1.0024 14.7875 1.3344
4754 0.2083 359.7917 0.0000 0.0000 1.0322 25.4641 0.7970
4849 0.2083 38.7097 0.0000 321.0819 0.3715 4.1375 0.4034
5051 0.2083 53.1597 0.0000 306.6319 0.6934 7.3794 0.3989
5253 0.2083 359.7917 0.0000 0.0000 0.7671 11.2487 0.6203
5354 0.2083 357.5417 0.0000 2.2500 1.3178 44.4921 0.1163
5462 2.4583 357.5417 0.0000 0.0000 1.3492 57.2309 0.3734
5657 345.4889 14.5111 0.0000 0.0000 0.0217 0.6465 0.0165
5758 282.2500 77.7500 0.0000 0.0000 0.1026 1.7037 0.0274
5859 0.2083 359.7917 0.0000 0.0000 0.1652 0.8897 0.2237
5960 0.2083 359.7917 0.0000 0.0000 0.1440 1.2644 0.1839
6061 0.2083 45.7083 0.0000 314.0833 0.3078 5.5150 0.0855
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.4915 0.5940
6465 0.2083 359.7917 0.0000 0.0000 0.7304 12.9447 1.3518
6566 0.2083 359.7917 0.0000 0.0000 0.9825 21.0195 1.0356
6667 0.2083 359.7917 0.0000 0.0000 1.1012 47.9047 0.5171
L595 0.7917 359.2083 0.0000 0.0000 1.3822 68.9440 0.3611
L598 0.5000 359.5000 0.0000 0.0000 0.2311 0.5915 1.1675
5556ova 336.9833 8.5875 0.0000 14.4292 0.0850 0.3347 0.3093
5556unda 0.2083 35.8333 0.0000 323.9583 0.1114 0.1134 2.2684
5663ova 334.2917 0.0000 0.0000 25.7083 0.0829 0.3307 0.1877
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1092 1.6174
6364ova 340.6833 0.0000 0.0000 19.3167 0.0712 0.7080 0.0630
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 4.7472
6264ova 337.0000 0.0000 0.0000 23.0000 0.1411 4.4821 0.1996
6264und 1.3333 358.6667 0.0000 0.0000 0.3308 0.9570 6.3038
6768ova 311.8125 2.2667 0.0000 45.9208 0.2336 7.9999 0.4344
6768und 5.2083 354.7917 0.0000 0.0000 0.3315 0.9578 3.0084
4950ova 346.9000 13.1000 0.0000 0.0000 0.0602 0.4136 0.0230
4950und 0.9167 359.0833 0.0000 0.0000 0.3175 1.4799 0.3268
5152ova 346.2000 13.8000 0.0000 0.0000 0.0594 0.4048 0.0145
5152und 0.9583 359.0417 0.0000 0.0000 0.4904 2.7096 0.4546
*===========================================*
| 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 0.0777 1678.7787 0.0016 1.0000 0.3071 0.0746 0.1530 12.3710
L2 0.0778 1681.5029 0.0016 1.0000 0.2618 0.0745 0.1773 12.3710
L3 0.0779 1682.3460 0.0017 1.0000 0.1680 0.0926 0.2728 12.3710
L4 0.1467 3169.3923 0.0031 1.0000 0.0852 0.1319 0.5078 12.3710
L5 0.1470 3175.1678 0.0037 1.0000 0.0495 0.2296 0.9531 12.3710
L6 0.1471 3176.8150 0.0063 1.0000 0.0278 0.3300 2.2964 2.9002
L7 0.1471 3176.9058 0.0080 1.0000 0.0073 0.6091 7.5070 2.8868
L8 0.1652 3568.8423 0.0122 1.0000 0.0035 0.8599 15.6884 2.8866
L9 0.1653 3569.8647 0.0034 1.0000 0.2437 0.0436 0.8009 6.1855
L10 0.1654 3572.2544 0.0033 1.0000 0.0553 0.2534 3.5714 6.3986
L11 0.1650 3564.0368 0.0055 1.0000 0.0107 0.4885 6.6072 2.8915
L12 0.1641 3543.6527 0.0068 1.0000 0.0052 0.7793 11.4525 2.8892
L13 0.2254 4868.1863 0.0090 1.0000 0.0049 0.8539 13.8340 2.8919
L14 0.2249 4858.4375 0.0045 1.0000 0.2498 0.1075 0.6959 6.1854
L15 0.2253 4867.4109 0.0043 1.0000 0.1060 0.1134 1.2086 8.2722
L24 0.2254 4868.7248 0.0044 1.0000 0.2320 0.0818 0.6497 8.2473
L25 0.2955 6383.0038 0.0059 1.0000 0.1717 0.1152 0.9774 8.2789
L26 0.2924 6315.3383 0.0055 1.0000 0.2461 0.1216 0.6705 8.2473
L27 0.2930 6328.8847 0.0056 1.0000 0.1302 0.1532 1.1016 4.1237
L28 0.0910 1964.7319 0.0014 1.0000 0.3492 0.0597 0.2780 8.2473
L29 0.1702 3676.8455 0.0027 1.0000 0.2732 0.0827 0.4331 8.2473
L30 0.2896 6255.9476 0.0033 1.0000 0.2334 0.1357 1.0197 8.2473
L31 0.4096 8848.1677 0.0048 1.0000 0.1493 0.1596 1.7123 8.2473
L32 0.4418 9542.4957 0.0045 1.0000 0.2670 0.1832 0.9549 10.3091
L33 0.0251 543.0744 0.0006 1.0000 0.3628 0.0247 0.1208 12.3710
L34 0.4689 10127.463 0.0052 1.0000 0.0645 0.2225 3.3273 10.3091
L35 0.4702 10156.612 0.0050 1.0000 0.3186 0.1351 1.1747 10.3091
L36 0.4934 10657.139 0.0049 1.0000 0.5717 0.1109 0.9658 3.7113
W2637 0.0040 86.6997 0.0002 0.0650 0.0228 0.0037 0.0235 0.1000
L37 0.4997 10794.000 0.0054 1.0000 0.1739 0.1924 1.7321 3.7113
L38 0.7951 17174.509 0.0103 1.0000 0.1525 0.2284 1.9659 3.7113
L39 -0.7964 -17202.62 0.0100 1.0000 0.0000 0.2112 2.3136 8.2473
L41 0.8026 17335.763 0.0100 1.0000 0.1556 0.2315 2.6659 8.2473
4243 0.8549 18465.118 0.0101 0.9994 0.2306 0.1817 2.2855 5.3356
4344 0.8642 18666.455 0.0097 0.9971 0.2615 0.1782 2.3019 0.0737
6869 1.3337 28808.156 0.0102 0.9881 0.1239 0.3479 4.9594 0.1483
4445 0.8859 19135.153 0.0097 0.9994 0.1319 0.2552 4.0870 4.6686
4546 0.9057 19562.721 0.0096 0.9994 0.3184 0.2533 2.8057 3.3348
4647 0.9071 19594.218 0.0096 0.9993 0.1313 0.3181 3.2139 3.2062
4754 0.9230 19936.840 0.0097 0.9994 0.2576 0.2836 4.9176 3.3347
4849 0.1028 2221.1270 0.0023 0.9994 0.5481 0.0727 0.5989 3.3347
5051 0.1381 2983.8591 0.0034 0.9994 0.8061 0.1337 1.2545 3.3347
5253 0.1492 3221.8827 0.0045 0.9994 0.5616 0.1705 1.9508 2.0009
5354 0.1503 3246.0058 0.0081 0.9993 0.0596 0.2962 9.0234 3.2062
5462 1.0744 23206.878 0.0209 0.9943 0.2108 0.3602 12.5439 0.0807
5657 0.0066 142.3274 0.0003 0.0659 0.0723 0.0008 0.0231 0.0200
5758 0.0066 142.8466 0.0003 0.3610 0.0181 0.0108 0.1717 0.0350
5859 0.0352 759.2572 0.0009 0.9994 0.3705 0.0230 0.0967 4.0016
5960 0.0429 926.5264 0.0011 0.9994 0.3364 0.0187 0.1220 3.3347
6061 0.0430 929.3087 0.0018 0.9993 0.7464 0.0343 0.5106 3.2062
6162 0.0573 1237.2150 0.0016 0.9994 0.1606 0.1492 1.7729 3.3348
6465 1.2475 26945.732 0.0112 0.9994 0.3201 0.2598 3.2075 3.3347
6566 1.2483 26963.521 0.0115 0.9993 0.1719 0.3594 5.6893 3.8474
6667 1.3277 28678.449 0.0136 0.9994 0.0448 0.4609 14.1252 5.3356
L595 1.1302 24412.392 0.0424 0.9980 0.1115 0.4254 16.1494 2.9352
L598 0.0432 932.1110 0.0011 0.9985 0.2947 0.0528 0.1298 0.8977
5556ova 0.0149 321.2872 0.0005 0.1092 0.1127 0.0069 0.0179 0.0201
5556unda 0.0217 469.1066 0.0004 0.9994 1.4557 0.0310 0.0213 0.9337
5663ova 0.0178 383.8034 0.0004 0.1246 0.1153 0.0076 0.0273 0.0201
5663und 0.0254 548.7196 0.0003 0.9994 1.2174 0.0363 0.0236 0.9337
6364ova 0.0163 351.8760 0.0006 0.0901 0.1056 0.0038 0.0381 0.0500
6364und 0.0529 1142.1852 0.0013 0.9994 1.1123 0.0615 0.0600 0.9337
6264ova 0.1259 2719.1571 0.0031 0.1289 0.0816 0.0117 0.3221 0.0200
6264und 1.0044 21695.909 0.0035 0.9969 0.6173 0.1699 0.3721 0.4449
6768ova 0.5619 12136.075 0.0081 0.2526 0.1755 0.0359 1.0459 0.0200
6768und 0.7704 16640.701 0.0036 0.9881 0.5765 0.1690 0.4107 0.0140
4950ova 0.0016 34.1861 0.0001 0.0738 0.0152 0.0031 0.0180 0.0214
4950und 0.1014 2191.1904 0.0013 0.9976 1.3257 0.0629 0.3245 0.2204
5152ova 0.0010 21.6659 0.0000 0.0777 0.0098 0.0031 0.0175 0.0211
5152und 0.1373 2965.3227 0.0023 0.9975 0.7456 0.1000 0.5874 0.2204
FREE # 1 1.3339 28812.281
*===============================================================*
| 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 1.5765 0.0000 1.2434 0.6484 0.8138 103.7025 102.4055 Max Flow
L2 1.5619 0.0000 0.9765 0.5645 0.6943 102.4052 101.1720 Max Flow
L3 1.5375 0.0000 0.4309 0.5606 0.7913 101.1717 100.5173 Max Flow
L4 2.9714 0.0000 0.4609 0.6533 1.0536 100.5169 100.0484 Max Flow
L5 2.9309 0.0000 0.4168 0.5716 1.0641 100.0480 99.5981 Max Flow
L6 2.9249 0.0000 0.0203 0.6510 0.5541 99.5981 99.6179 Max Flow
L7 2.8975 0.0000 0.0013 0.5994 0.5005 99.6176 99.6202 Max Flow
L8 3.3205 0.0000 0.0003 0.6061 0.5159 99.6201 99.6204 Max Flow
L9 3.2614 0.0000 0.1766 0.2114 0.6146 99.6203 99.4214 Max Flow
L10 3.2558 0.0000 0.0617 0.2575 0.2128 98.9151 97.6547 Max Flow
L11 3.2393 0.0000 0.0050 0.5586 0.5073 97.6546 97.6580 Max Flow
L12 3.1957 0.0000 0.0011 0.6362 0.5666 97.6579 97.6589 Max Flow
L13 4.6047 0.0000 0.0021 0.8991 0.8229 97.6589 97.6597 Max Flow
L14 4.5467 0.0000 0.0973 0.4036 0.7118 97.6596 97.5336 Max Flow
L15 4.5192 0.0000 0.2336 0.3373 0.5409 95.0010 94.7613 Max Flow
L24 4.4497 0.0000 0.4589 0.5047 0.7250 94.7610 94.2952 Max Flow
L25 5.9372 0.0000 0.2560 0.5354 0.7046 94.2949 93.9576 Max Flow
L26 5.5878 0.0000 0.4809 0.6563 1.2706 93.9573 93.3876 Max Flow
L27 5.5439 0.0000 0.0958 0.6844 0.6443 93.3873 93.3295 Max Flow
L28 1.3210 0.0000 4.8014 0.2765 0.3735 120.8749 113.9848 Max Flow
L29 2.5108 0.0000 7.9679 0.3503 0.4722 113.9845 105.9608 Max Flow
L30 3.3361 0.0000 2.8443 0.3697 0.4921 105.9927 98.3404 Max Flow
L31 4.6040 0.0000 0.7397 0.5532 0.8410 98.3405 95.9640 Max Flow
L32 4.6276 0.0000 0.8793 0.7811 1.1282 95.9696 95.0412 Max Flow
L33 0.5913 0.0000 0.5424 0.2315 0.3655 97.9141 97.3515 Max Flow
L34 4.8431 0.0000 0.0937 0.4299 0.9626 95.0412 94.9478 Max Flow
L35 4.8631 0.0000 1.1935 0.7468 0.8839 94.9479 93.7038 Max Flow
L36 5.0430 0.0000 0.1385 0.7237 0.7197 93.7038 93.2910 Max Flow
W2637 0.2549 0.0000 0.2215 0.1041 0.2119 93.9573 93.7241 Max Flow
L37 5.1430 0.0000 0.0399 0.6311 0.7511 93.2912 93.2666 Max Flow
L38 9.7500 0.0000 0.0627 0.9303 1.6047 93.3293 93.2596 Max Flow
L39 -0.0169 0.0000 -0.0081 0.0052 0.0164 92.1852 92.1932 Max Flow
L41 9.7927 0.0000 0.3930 0.7203 1.2913 93.1722 92.7817 Max Flow
4243 10.6240 0.0000 0.9238 0.8525 1.2717 92.7819 91.8407 Max Flow
4344 10.9602 0.0000 0.7319 0.8374 1.1657 91.8409 91.0892 Max Flow
6869 11.4713 0.0000 0.1601 0.8496 1.8418 89.6815 89.5218 Max Flow
4445 10.4186 0.0000 0.0973 0.6071 0.9183 91.0886 91.0036 Max Flow
4546 9.9518 0.0000 0.1265 0.9714 1.1976 91.0027 90.9013 Max Flow
4647 9.4756 0.0000 0.0238 0.8497 1.8699 91.1426 91.1192 Max Flow
4754 9.4808 0.0000 0.0105 0.7611 1.1091 91.1191 91.1104 Max Flow
4849 1.9562 0.0000 0.2235 0.3345 0.4205 91.0139 90.7622 Max Flow
5051 2.7136 0.0000 0.2783 0.2622 0.3599 90.6974 90.4083 Max Flow
5253 2.9262 0.0000 0.1570 0.3859 0.3600 90.2919 90.0869 Max Flow
5354 1.7200 0.0000 0.0988 0.1157 0.1889 89.7208 89.5711 Max Flow
5462 10.3736 0.0000 0.0019 0.3304 0.4640 91.1102 91.1093 Max Flow
5657 0.3829 0.0000 0.1486 0.0304 0.0211 99.5522 99.2612 Max Flow
5758 0.3662 0.0000 0.0637 0.0438 0.0299 99.2612 92.6474 Max Flow
5859 0.8546 0.0000 0.6837 0.1869 0.2068 92.6472 91.8328 Max Flow
5960 1.0188 0.0000 0.4982 0.1715 0.1992 91.8326 91.3060 Max Flow
6061 1.0014 0.0000 0.0091 0.1370 0.1446 91.3059 91.3040 Max Flow
6162 1.0750 0.0000 0.0760 0.5514 0.5733 91.0721 90.0848 Max Flow
6465 11.5022 0.0000 0.1060 1.0106 1.1080 89.8426 89.7823 Max Flow
6566 11.1368 0.0000 0.0396 1.0588 1.3131 89.7818 89.7481 Max Flow
6667 11.1632 0.0000 0.0208 0.8352 1.3912 89.7679 89.7484 Max Flow
L595 10.6360 0.0000 0.0007 0.3348 0.4738 91.1092 91.1086 Max Flow
L598 0.8410 0.1971 0.0317 0.3686 0.2418 91.3040 91.0721 Max Flow
5556ova 0.5206 0.0000 0.4476 0.2361 0.1943 100.0450 99.5943 Max Flow
5556unda 0.2295 0.1822 0.3101 0.3396 0.2634 100.0450 99.5523 Max Flow
5663ova 0.4054 0.0000 1.3960 0.1718 0.1514 99.5522 98.1514 Max Flow
5663und 0.2361 0.6024 1.6094 0.3428 0.3750 99.5522 97.3428 Max Flow
6364ova 0.6152 0.0000 7.0946 0.0735 0.0720 97.0721 89.9720 Max Flow
6364und 0.6270 1.5617 6.0618 1.3047 0.3437 97.0547 89.4303 Max Flow
6264ova 3.7921 0.0000 0.0464 0.1854 0.2533 91.1086 91.0453 Max Flow
6264und 3.3629 1.1419 0.1236 0.9927 0.9400 91.1086 89.8426 Max Flow
6768ova 9.8056 0.0000 0.0476 0.3046 0.4035 89.7485 89.6846 Max Flow
6768und 2.0014 0.3784 0.0444 0.7986 0.6204 89.4209 89.0151 Max Flow
4950ova 0.0945 0.0000 0.0090 0.0481 0.0731 91.1239 91.1160 Max Flow
4950und 0.9660 0.0553 0.0030 0.2194 0.2069 90.7619 90.6976 Max Flow
5152ova 0.0570 0.0000 0.0040 0.0362 0.0806 91.1144 91.1104 Max Flow
5152und 1.3449 0.0950 0.0047 0.2735 0.2234 90.4081 90.2921 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 180.0000 180.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L10 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L11 0.0000 270.0000 0.0000 90.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 275.0000 0.0000 85.0000 0.0000 0.0000 0.0000 0.0000 None
L14 125.0000 235.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 225.0000 135.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 0.0000 15.0000 0.0000 0.0000 25.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 35.0000 325.0000 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 175.0000 185.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 5.0000 300.0000 30.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
W2637 5.0000 5.0000 350.0000 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 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 30.0000 315.0000 10.0000 0.0000 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 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 330.0000 5.0000 0.0000 20.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 300.0000 35.0000 0.0000 20.0000 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 335.0000 0.0000 0.0000 25.0000 0.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 335.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 5.0000 15.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 115.0000 0.0000 10.0000 235.0000 0.0000 None
6768ova 15.0000 35.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 75.0000 100.0000 0.0000 45.0000 140.0000 0.0000 None
4950ova 0.0000 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 320.0000 0.0000 10.0000 20.0000 10.0000 0.0000 0.0000 None
5152ova 0.0000 15.0000 345.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 240.0000 80.0000 0.0000 30.0000 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 0.2500 1.3333 1.0833 0.0000
L2 357.5417 357.5417 0.0000 0.0000
L3 358.8750 358.8750 0.0000 0.0000
L4 322.8750 322.9083 0.0000 0.0000
L5 0.0333 332.4500 0.0000 0.0000
L6 0.0000 345.6875 0.0000 0.0000
L7 0.0000 332.6250 0.0000 0.0000
L8 0.0000 338.9167 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 359.1250 0.0000 0.0000
L12 0.0000 352.2083 0.0000 0.0000
L13 0.0000 359.8750 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7083 358.9583 0.0000 0.0000
L24 7.6111 8.6667 0.0000 0.0000
L25 357.5833 357.5833 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 343.0625 359.9583 0.0000 0.0000
L28 130.3750 131.5000 0.0000 0.0000
L29 342.3333 342.3333 0.0000 0.0000
L30 358.9167 358.9167 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 22.9167 22.9167 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0417 354.6667 0.0000 0.0000
L35 3.7083 3.7500 0.0000 0.0000
L36 53.3611 53.5278 0.1667 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 315.7431 359.0000 0.0000 0.0000
L38 0.0417 2.9583 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 20.8222 30.8889 0.0000 0.0000
4243 24.0333 24.0333 0.2083 0.0000
4344 29.3750 29.5000 0.0417 0.0000
6869 4.8667 10.8222 0.0000 0.0000
4445 298.9861 358.1667 0.0000 0.0000
4546 6.8750 45.5833 0.0000 0.0000
4647 0.0500 30.9583 0.0000 0.0000
4754 2.3333 55.9028 0.0000 0.0000
4849 4.3583 32.8750 0.0000 0.0000
5051 5.2083 41.8750 0.0000 0.0000
5253 10.8333 54.5208 11.6806 0.0000
5354 295.8472 352.0556 1.0417 0.0000
5462 293.0139 357.5417 0.0000 0.0000
5657 349.2778 349.2778 9.4833 0.0000
5758 351.0833 351.0833 0.0000 0.0000
5859 355.0333 355.0750 0.0000 0.0000
5960 311.9792 311.9792 0.0000 0.0000
6061 39.4000 44.6167 1.0000 0.0000
6162 328.7667 352.8611 3.1250 0.0000
6465 198.1236 250.4167 0.3750 0.0000
6566 6.6944 358.7500 0.0000 0.0000
6667 0.0278 351.7778 0.0000 0.0000
L595 229.0833 358.2500 0.0417 0.0000
L598 289.6250 330.7278 0.0000 0.0000
5556ova 339.9167 339.9167 18.7611 0.0000
5556unda 1.7333 6.1083 331.6750 0.0000
5663ova 0.4167 0.4167 3.8125 0.0000
5663und 0.0000 0.0000 331.2917 0.0000
6364ova 0.0417 0.0417 352.4583 0.0000
6364und 303.1319 304.5347 6.1389 0.0000
6264ova 0.0000 0.0000 316.7167 0.0000
6264und 0.1667 293.6528 1.1667 0.0000
6768ova 0.0000 0.0000 294.2292 0.0000
6768und 0.0000 278.9722 0.8056 0.0000
4950ova 325.5167 337.9167 0.0000 0.0000
4950und 0.0417 319.1639 0.0417 0.0000
5152ova 324.3667 337.8000 0.0000 0.0000
5152und 130.0000 320.7764 0.1250 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 0.4500 1.1711 0.4330 0.0608 1.5024 0.0270 0.1352 1.2829 0.0623 1.4194 13.4707 0.6537 0.8032
L2 0.0000 0.9716 0.1505 0.0000 1.5816 0.0011 0.0000 1.6279 0.0074 0.0000 17.9070 0.0810 0.7448
L3 0.0000 0.6198 0.0000 0.0000 1.5691 0.0000 0.0000 2.5316 0.0000 0.0000 40.5060 0.0000 0.9264
L4 0.2787 0.7720 0.3019 0.0259 2.9114 0.0677 0.0930 3.7714 0.2242 1.4874 60.3426 3.5873 1.0407
L5 0.0000 0.8371 0.0000 0.0000 2.9891 0.0000 0.0000 3.5708 0.0000 0.0000 35.7081 0.0000 0.9013
L6 0.1800 0.8423 0.2654 0.1094 2.8052 0.0932 0.6077 3.3303 0.3511 6.1981 33.9686 3.5811 1.0301
L7 0.0317 0.2792 0.0656 0.0058 2.9799 0.0260 0.1839 10.6715 0.3954 1.9311 112.0507 4.1518 1.5514
L8 0.0132 0.1628 0.0264 0.0013 3.4264 0.0028 0.1023 21.0506 0.1069 1.0226 210.5060 1.0691 2.0241
L9 0.4295 0.7079 0.6756 1.3147 1.9480 0.0895 3.0610 2.7520 0.1325 30.6095 27.5204 1.3253 0.3201
L10 0.3009 0.6503 0.3043 0.2146 2.8166 0.3206 0.7131 4.3313 1.0537 7.1314 43.3134 10.5374 0.6016
L11 0.0628 0.3974 0.1259 0.0528 3.2099 0.1210 0.8407 8.0780 0.9608 13.8721 133.2868 15.8539 1.2626
L12 0.0318 0.2446 0.0645 0.0210 3.3828 0.0371 0.6623 13.8306 0.5745 10.9276 228.2042 9.4787 1.8529
L13 0.0353 0.2943 0.0720 0.0516 4.5166 0.0985 1.4631 15.3480 1.3673 25.6038 268.5895 23.9284 2.4542
L14 0.0000 0.4973 0.9219 0.0000 0.2252 4.4261 0.0000 0.4529 4.8013 0.0000 4.5290 48.0132 0.4402
L15 0.4046 0.8862 0.3649 0.5935 3.5953 0.4602 1.4671 4.0571 1.2613 19.0719 52.7429 16.3967 0.6392
L24 0.1866 0.8606 0.0000 0.0118 4.6079 0.0000 0.0635 5.3545 0.0000 1.2698 107.0894 0.0000 0.7271
L25 0.3950 0.9336 0.3580 0.2593 5.4323 0.3316 0.6566 5.8186 0.9263 10.5052 93.0977 14.8201 0.9015
L26 0.0000 1.1985 0.0000 0.0000 5.7209 0.0000 0.0000 4.7736 0.0000 0.0000 71.6035 0.0000 0.9289
L27 0.0000 1.0359 0.1553 0.0000 5.6090 0.1069 0.0000 5.4147 0.6887 0.0000 78.5126 9.9864 1.0476
L28 0.0000 0.7278 0.0000 0.0000 1.3787 0.0000 0.0000 1.8945 0.0000 0.0000 253.8594 0.0000 0.4408
L29 0.0000 1.0935 0.0000 0.0000 2.6793 0.0000 0.0000 2.4502 0.0000 0.0000 387.1246 0.0000 0.4929
L30 0.0000 0.6864 0.0000 0.0000 3.3926 0.0000 0.0000 4.9426 0.0000 0.0000 741.3930 0.0000 0.7125
L31 0.0263 0.4733 0.0251 0.0000 4.6049 0.0000 0.0004 9.7295 0.0001 0.0343 865.9290 0.0086 1.0088
L32 0.3290 1.0587 0.3680 0.0863 4.5691 0.0403 0.2624 4.3158 0.1096 5.5107 90.6318 2.3014 1.0961
L33 0.1807 0.4729 0.1804 0.0436 0.5357 0.0142 0.2412 1.1327 0.0790 2.4123 11.3273 0.7897 0.3465
L34 0.1231 0.4190 0.3044 0.0304 4.5490 0.3328 0.2466 10.8561 1.0930 4.3149 189.9824 19.1280 0.9769
L35 0.1338 0.8164 0.3361 0.0005 4.8933 0.0154 0.0040 5.9940 0.0459 0.0862 128.8709 0.9876 0.8693
L36 0.1738 0.7128 0.0859 0.0273 5.0582 0.0031 0.1568 7.0965 0.0364 2.8219 127.7363 0.6543 0.8959
W2637 0.2861 0.3911 0.2005 0.0355 0.2307 0.0178 0.1241 0.5899 0.0890 1.2411 5.8990 0.8902 0.1913
L37 0.0919 0.5707 0.0505 0.0832 5.1166 0.0072 0.9054 8.9660 0.1432 21.2758 210.7009 3.3645 1.2292
L38 0.1980 1.1476 0.1282 0.4649 10.0108 0.0409 2.3472 8.7232 0.3188 32.8610 122.1244 4.4627 1.3673
L39 0.0650 0.8935 0.2944 0.0009 10.3497 0.1164 0.0137 11.5834 0.3954 0.1372 115.8343 3.9539 1.2075
L41 0.3235 0.8057 0.3150 0.3231 9.8046 0.2730 0.9985 12.1685 0.8665 54.4169 663.1848 47.2237 1.3193
4243 0.3286 1.2425 0.3972 1.7787 8.1668 0.9442 5.4128 6.5727 2.3773 324.7660 394.3626 142.6383 1.2612
4344 0.5521 1.3765 0.3441 3.3461 7.1353 0.4793 6.0607 5.1836 1.3928 303.0349 259.1811 69.6389 1.1599
6869 0.1453 0.5464 0.4293 0.0036 11.1176 0.7245 0.0249 20.3461 1.6875 0.4987 406.9219 33.7500 1.8556
4445 0.0000 0.5588 0.0000 0.0000 10.4219 0.0000 0.0000 18.6518 0.0000 0.0000 615.5110 0.0000 1.3466
4546 0.4943 1.0334 0.3029 4.8109 4.9604 0.2055 9.7336 4.8002 0.6784 243.3407 120.0057 16.9603 1.6363
4647 0.2076 0.7326 0.2172 0.1943 8.9720 0.3481 0.9360 12.2465 1.6026 18.7192 244.9310 32.0518 1.8078
4754 0.2757 0.4581 0.2763 1.5487 6.2081 1.7363 5.6168 13.5521 6.2838 174.1212 420.1156 194.7970 1.8664
4849 0.1698 0.5042 0.1693 0.0289 1.9246 0.0246 0.1704 3.8172 0.1454 2.0450 45.8066 1.7447 0.6283
5051 0.2552 0.3893 0.0000 0.2153 2.5425 0.0000 0.8439 6.5310 0.0000 16.0340 124.0889 0.0000 0.9123
5253 0.0972 0.3541 0.1042 0.2032 2.5861 0.1904 2.0907 7.3032 1.8267 41.8144 146.0643 36.5336 1.3990
5354 0.0287 0.0518 0.0370 0.1750 1.7391 0.1775 6.0906 33.6016 4.7959 176.6268 974.4455 139.0820 1.7117
5462 0.1028 0.2120 0.0536 0.7679 9.5066 0.2636 7.4677 44.8454 4.9135 89.6124 538.1443 58.9625 2.0149
5657 0.1144 0.6072 0.1543 0.0000 0.3925 0.0000 0.0000 0.6464 0.0001 0.0002 3.8783 0.0005 0.0267
5758 0.1365 0.2275 0.1450 0.0032 0.3757 0.0041 0.0238 1.6513 0.0283 1.1900 82.5648 1.4150 0.1151
5859 0.0000 1.0074 0.0000 0.0000 0.8940 0.0000 0.0000 0.8875 0.0000 0.0000 15.9747 0.0000 0.2208
5960 0.3727 0.9177 0.3424 0.0107 1.1196 0.0051 0.0287 1.2200 0.0148 0.4874 20.7399 0.2509 0.2071
6061 0.1133 0.2037 0.0914 0.0272 0.9665 0.0482 0.2405 4.7444 0.5269 2.6451 52.1883 5.7954 0.4497
6162 0.0814 0.2197 0.0442 0.3658 0.6913 0.0376 4.4933 3.1468 0.8513 134.7977 94.4045 25.5389 1.3781
6465 0.4145 0.9548 0.5179 0.1173 11.1310 0.5170 0.2829 11.6583 0.9983 9.0523 373.0644 31.9451 1.4674
6566 0.0000 0.5853 0.5041 0.0000 7.6301 4.0237 0.0000 13.0351 7.9816 0.0000 456.2275 279.3555 1.8534
6667 0.2117 0.3588 0.1507 4.9912 5.6606 1.2822 23.5823 15.7769 8.5098 1179.1159 788.8454 425.4920 2.0685
L595 0.1031 0.1891 0.0335 1.0626 9.6063 0.2614 10.3080 50.7941 7.8133 61.8481 304.7649 46.8796 2.2746
5556ova 0.2516 1.6407 0.0000 0.0034 0.5253 0.0000 0.0136 0.3201 0.0000 0.2173 5.1222 0.0000 0.1957
5663ova 0.0269 1.2351 0.0519 0.0000 0.4079 0.0000 0.0000 0.3302 0.0000 0.0025 27.4089 0.0014 0.1522
6364ova 0.0746 0.8730 0.0746 0.0000 0.6178 0.0000 0.0001 0.7077 0.0001 0.0143 77.8487 0.0143 0.0722
6264ova 0.7498 1.1320 0.6897 1.3744 2.4489 0.3309 1.8331 2.1633 0.4798 18.3312 21.6334 4.7980 0.2180
6768ova 1.1015 1.5640 1.0391 2.2213 5.5947 2.4988 2.0166 3.5772 2.4047 20.1660 35.7717 24.0468 0.3393
4950ova 0.2230 0.3541 0.0892 0.0251 0.0659 0.0100 0.1126 0.1861 0.1126 0.6754 1.1166 0.6754 0.0931
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 0.0917
*========================================================*
| 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 0.2066 5.1022 0.09155 5.4004 8.7885 13.058 0.2066 5.1022 0.09155 5.4004 8.7885 13.058 0.0000 0.0000 0.0000 None
L2 0.0000 5.5296 .003874 5.5334 2.2665 6.8290 0.0000 5.5296 .003874 5.5334 2.2665 6.8290 0.0000 0.0000 0.0000 None
L3 0.0000 9.7397 0.0000 9.7397 4.9914 10.457 0.0000 9.7397 0.0000 9.7397 4.9914 10.457 0.0000 0.0000 0.0000 None
L4 0.1691 19.001 0.4417 19.611 4.6378 12.056 0.1691 19.001 0.4417 19.611 4.6378 12.056 0.0000 0.0000 0.0000 None
L5 0.0000 14.663 0.0000 14.663 6.5935 13.674 0.0000 14.663 0.0000 14.663 6.5935 13.674 0.0000 0.0000 0.0000 None
L6 2.9702 76.161 2.5295 81.660 6.7997 15.560 2.9702 76.161 2.5295 81.660 6.7997 15.560 0.0000 0.0000 0.0000 None
L7 0.5729 292.63 2.5485 295.75 4.9096 19.129 0.5729 292.63 2.5485 295.75 4.9096 19.129 0.0000 0.0000 0.0000 None
L8 0.2556 649.84 0.5360 650.63 6.1254 26.110 0.2556 649.84 0.5360 650.63 6.1254 26.110 0.0000 0.0000 0.0000 None
L9 10.206 15.123 0.6951 26.024 3.4136 30.646 10.206 15.123 0.6951 26.024 3.4136 30.646 0.0000 0.0000 0.0000 None
L10 3.1356 41.155 4.6849 48.975 10.129 23.203 3.1356 41.155 4.6849 48.975 10.129 23.203 0.0000 0.0000 0.0000 None
L11 3.5283 214.47 8.0850 226.09 6.3574 21.777 3.5283 214.47 8.0850 226.09 6.3574 21.777 0.0000 0.0000 0.0000 None
L12 2.7321 439.52 4.8151 447.06 6.5601 22.541 2.7321 439.52 4.8151 447.06 6.5601 22.541 0.0000 0.0000 0.0000 None
L13 6.3403 555.13 12.109 573.58 2.8036 22.603 6.3403 555.13 12.109 573.58 2.8036 22.603 0.0000 0.0000 0.0000 None
L14 0.0000 2.1592 42.432 44.591 4.5017 25.520 0.0000 2.1592 42.432 44.591 4.5017 25.520 0.0000 0.0000 0.0000 None
L15 4.8919 29.632 3.7929 38.316 2.4103 17.119 4.8919 29.632 3.7929 38.316 2.4103 17.119 0.0000 0.0000 0.0000 None
L24 0.07964 30.967 0.0000 31.047 4.8403 17.324 0.07964 30.967 0.0000 31.047 4.8403 17.324 0.0000 0.0000 0.0000 None
L25 2.2641 47.427 2.8947 52.586 3.1841 15.423 2.2641 47.427 2.8947 52.586 3.1841 15.423 0.0000 0.0000 0.0000 None
L26 0.0000 32.407 0.0000 32.407 5.7044 13.943 0.0000 32.407 0.0000 32.407 5.7044 13.943 0.0000 0.0000 0.0000 None
L27 0.0000 84.304 1.6073 85.912 11.174 22.099 0.0000 84.304 1.6073 85.912 11.174 22.099 0.0000 0.0000 0.0000 None
L28 0.0000 6.9495 0.0000 6.9495 26.287 34.733 0.0000 6.9495 0.0000 6.9495 26.287 34.733 0.0000 0.0000 0.0000 None
L29 0.0000 12.095 0.0000 12.095 23.529 30.471 0.0000 12.095 0.0000 12.095 23.529 30.471 0.0000 0.0000 0.0000 None
L30 0.0000 22.536 0.0000 22.536 23.750 39.624 0.0000 22.536 0.0000 22.536 23.750 39.624 0.0000 0.0000 0.0000 None
L31 .000103 46.831 .000025 46.831 19.912 49.022 .000103 46.831 .000025 46.831 19.912 49.022 0.0000 0.0000 0.0000 None
L32 0.4999 26.453 0.2335 27.187 7.0647 16.240 0.4999 26.453 0.2335 27.187 7.0647 16.240 0.0000 0.0000 0.0000 None
L33 0.2277 2.7974 0.07441 3.0995 7.2718 18.282 0.2277 2.7974 0.07441 3.0995 7.2718 18.282 0.0000 0.0000 0.0000 None
L34 0.4380 65.628 4.8009 70.867 1.6564 23.049 0.4380 65.628 4.8009 70.867 1.6564 23.049 0.0000 0.0000 0.0000 None
L35 .002306 21.037 0.06638 21.106 8.7960 29.977 .002306 21.037 0.06638 21.106 8.7960 29.977 0.0000 0.0000 0.0000 None
L36 0.3955 73.400 0.04532 73.841 4.9081 28.477 0.3955 73.400 0.04532 73.841 4.9081 28.477 0.0000 0.0000 0.0000 None
W2637 0.2577 1.6744 0.1295 2.0616 8.0022 14.800 0.2577 1.6744 0.1295 2.0616 8.0022 14.800 0.0000 0.0000 0.0000 None
L37 2.8267 173.78 0.2456 176.86 4.4533 19.164 2.8267 173.78 0.2456 176.86 4.4533 19.164 0.0000 0.0000 0.0000 None
L38 8.5252 183.59 0.7495 192.87 19.711 36.258 8.5252 183.59 0.7495 192.87 19.711 36.258 0.0000 0.0000 0.0000 None
L39 .008543 99.174 1.1153 100.30 20.522 36.802 .008543 99.174 1.1153 100.30 20.522 36.802 0.0000 0.0000 0.0000 None
L41 3.9498 119.87 3.3372 127.16 20.279 36.184 3.9498 119.87 3.3372 127.16 20.279 36.184 0.0000 0.0000 0.0000 None
4243 17.834 81.882 9.4666 109.18 13.953 41.081 17.834 81.882 9.4666 109.18 13.953 41.081 0.0000 0.0000 0.0000 None
4344 33.533 71.505 4.8032 109.84 15.303 39.066 33.533 71.505 4.8032 109.84 15.303 39.066 0.0000 0.0000 0.0000 None
6869 0.04570 140.21 9.1361 149.39 21.903 53.778 0.04570 140.21 9.1361 149.39 21.903 53.778 0.0000 0.0000 0.0000 None
4445 0.0000 251.68 0.0000 251.68 11.207 31.136 0.0000 251.68 0.0000 251.68 11.207 31.136 0.0000 0.0000 0.0000 None
4546 106.24 109.54 4.5378 220.31 8.5756 25.565 106.24 109.54 4.5378 220.31 8.5756 25.565 0.0000 0.0000 0.0000 None
4647 6.5456 302.31 11.729 320.58 9.1604 23.055 6.5456 302.31 11.729 320.58 9.1604 23.055 0.0000 0.0000 0.0000 None
4754 91.809 368.02 102.93 562.76 14.027 38.343 91.809 368.02 102.93 562.76 14.027 38.343 0.0000 0.0000 0.0000 None
4849 0.6816 45.325 0.5795 46.586 20.270 31.220 0.6816 45.325 0.5795 46.586 20.270 31.220 0.0000 0.0000 0.0000 None
5051 9.3013 109.82 0.0000 119.12 13.450 23.586 9.3013 109.82 0.0000 119.12 13.450 23.586 0.0000 0.0000 0.0000 None
5253 22.877 291.09 21.427 335.39 7.8295 20.941 22.877 291.09 21.427 335.39 7.8295 20.941 0.0000 0.0000 0.0000 None
5354 95.254 946.54 96.637 1138.4 1.5309 34.412 95.254 946.54 96.637 1138.4 1.5309 34.412 0.0000 0.0000 0.0000 None
5462 70.864 877.26 24.321 972.45 0.08057 41.314 70.864 877.26 24.321 972.45 0.08057 41.314 0.0000 0.0000 0.0000 None
5657 .000022 2.5136 .000075 2.5137 0.09637 29.906 .000022 2.5136 .000075 2.5137 0.09637 29.906 0.0000 0.0000 0.0000 None
5758 0.09374 10.837 0.1184 11.049 4.5470 20.492 0.09374 10.837 0.1184 11.049 4.5470 20.492 0.0000 0.0000 0.0000 None
5859 0.0000 4.4563 0.0000 4.4563 7.2459 12.574 0.0000 4.4563 0.0000 4.4563 7.2459 12.574 0.0000 0.0000 0.0000 None
5960 0.06700 7.0209 0.03169 7.1196 7.5646 16.304 0.06700 7.0209 0.03169 7.1196 7.5646 16.304 0.0000 0.0000 0.0000 None
6061 1.4478 51.356 2.5591 55.363 13.184 30.895 1.4478 51.356 2.5591 55.363 13.184 30.895 0.0000 0.0000 0.0000 None
6162 30.001 56.706 3.0840 89.792 0.06819 15.023 30.001 56.706 3.0840 89.792 0.06819 15.023 0.0000 0.0000 0.0000 None
6465 2.2376 212.42 9.8657 224.53 28.220 45.183 2.2376 212.42 9.8657 224.53 28.220 45.183 0.0000 0.0000 0.0000 None
6566 0.0000 228.50 120.50 349.00 5.1215 25.078 0.0000 228.50 120.50 349.00 5.1215 25.078 0.0000 0.0000 0.0000 None
6667 250.83 284.46 64.438 599.73 2.8885 45.978 250.83 284.46 64.438 599.73 2.8885 45.978 0.0000 0.0000 0.0000 None
L595 119.43 1079.7 29.374 1228.5 0.05171 52.061 119.43 1079.7 29.374 1228.5 0.05171 52.061 0.0000 0.0000 0.0000 None
5556ova 0.02183 3.3561 0.0000 3.3779 8.5058 12.348 0.02183 3.3561 0.0000 3.3779 8.5058 12.348 0.0000 0.0000 0.0000 None
5663ova .64E-05 3.1933 .66E-05 3.1934 9.0719 12.901 .64E-05 3.1933 .66E-05 3.1934 9.0719 12.901 0.0000 0.0000 0.0000 None
6364ova .000039 2.4546 .000039 2.4547 0.09639 9.9036 .000039 2.4546 .000039 2.4547 0.09639 9.9036 0.0000 0.0000 0.0000 None
6264ova 21.312 37.974 5.1314 64.418 28.252 59.846 21.312 37.974 5.1314 64.418 28.252 59.846 0.0000 0.0000 0.0000 None
6768ova 34.207 86.155 38.480 158.84 20.901 55.077 34.207 86.155 38.480 158.84 20.901 55.077 0.0000 0.0000 0.0000 None
4950ova 0.7277 1.9108 0.2911 2.9295 15.981 22.819 0.7277 1.9108 0.2911 2.9295 15.981 22.819 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 103.7049 102.4088 10.5000 11.7000 2.9115 2.9115 1.7000 1.3579 1.3579 0.8000 4.2694 4.2694
L2 102.4088 101.1780 11.0000 4.2000 1.9335 1.9335 2.7000 2.6290 2.6290 2.3000 4.5625 4.5625
L3 101.1780 100.5211 16.0000 7.4000 2.4086 2.4086 2.6000 3.0571 3.0571 3.3000 5.4656 5.4656
L4 100.5211 100.0555 16.0000 6.5000 1.8622 1.8622 1.3000 5.5559 5.5559 4.2000 7.4181 7.4181
L5 100.0556 99.6021 10.0000 11.5000 4.9065 4.9065 5.5000 2.1745 2.1745 2.4000 7.0809 7.0809
L6 99.6020 99.6216 10.2000 12.1000 5.3003 5.3003 2.6000 3.4602 3.4602 1.9000 8.7605 8.7605
L7 99.6216 99.6235 10.5000 11.9000 6.9904 6.9904 6.0000 7.2293 7.2293 5.1000 14.2197 14.2197
L8 99.6235 99.6242 10.0000 14.5000 8.3746 8.3746 7.6000 11.6098 11.6098 10.8000 19.9843 19.9843
L9 99.6243 99.4235 10.0000 27.5000 24.0864 24.0864 8.2000 3.1463 3.1463 2.2000 27.2327 27.2327
L10 98.9189 97.6564 10.0000 19.7000 9.5709 9.5709 7.2000 3.5033 3.5033 0.0000 13.0742 13.0742
L11 97.6564 97.6596 16.5000 12.9000 6.5426 6.5426 3.5000 8.8773 8.8773 5.4000 15.4199 15.4199
L12 97.6596 97.6610 16.5000 15.0000 8.4399 8.4399 6.0000 7.5412 7.5412 5.5000 15.9811 15.9811
L13 97.6610 97.6619 17.5000 12.5000 9.6964 9.6964 4.6000 10.1026 10.1026 5.5000 19.7991 19.7991
L14 97.6619 97.5342 10.0000 5.0000 0.4983 0.4983 0.6000 20.5202 20.5202 1.4000 21.0185 21.0185
L15 95.0087 94.7741 13.0000 6.5000 4.0897 4.0897 0.0000 10.6186 10.6186 6.5000 14.7083 14.7083
L24 94.7741 94.2993 20.0000 16.8000 11.9597 11.9597 11.2000 0.5241 0.5241 0.8000 12.4838 12.4838
L25 94.2993 93.9668 16.0000 4.7000 1.5159 1.5159 0.0000 10.7232 10.7232 7.9000 12.2391 12.2391
L26 93.9668 93.3977 15.0000 7.8000 2.0956 2.0956 2.6000 6.1426 6.1426 7.2000 8.2381 8.2381
L27 93.3977 93.3861 14.5000 13.7000 2.5260 2.5260 3.4000 8.3987 8.3987 5.1000 10.9248 10.9248
L28 120.8830 113.9957 134.0000 31.0000 4.7134 4.7134 11.0000 3.7327 3.7327 19.0000 8.4461 8.4461
L29 113.9957 105.9971 158.0000 28.5000 4.9714 4.9714 16.5000 1.9714 1.9714 19.5000 6.9428 6.9428
L30 105.9971 98.3405 150.0000 32.0000 8.2496 8.2496 12.0000 7.6239 7.6239 17.0000 15.8735 15.8735
L31 98.3405 95.9773 89.0000 30.0000 10.0878 10.0878 10.0000 19.0219 19.0219 19.0000 29.1097 29.1097
L32 95.9773 95.0446 21.0000 13.6000 6.5353 6.5353 4.3000 2.6402 2.6402 1.9000 9.1755 9.1755
L33 97.9146 97.3519 10.0000 13.8000 6.5282 6.5282 2.0000 4.4824 4.4824 3.0000 11.0106 11.0106
L34 95.0446 94.9499 17.5000 16.7000 15.0436 15.0436 12.7000 6.3488 6.3488 3.8000 21.3924 21.3924
L35 94.9499 93.7052 21.5000 11.0000 2.2040 2.2040 2.0000 18.9767 18.9767 18.4000 21.1807 21.1807
L36 93.7052 93.4001 18.0000 6.8000 1.8919 1.8919 1.1000 21.6772 21.6772 21.1000 23.5691 23.5691
W2637 93.9668 93.7289 10.0000 9.3000 1.2978 1.2978 0.0000 5.5003 5.5003 3.9000 6.7981 6.7981
L37 93.4001 93.3861 23.5000 11.3000 6.8467 6.8467 4.1000 7.8636 7.8636 6.8000 14.7103 14.7103
L38 93.3861 93.3240 14.0000 30.6000 10.8888 10.8888 5.1000 5.6578 5.6578 4.2000 16.5466 16.5466
L39 93.2042 93.3240 10.0000 30.7000 10.1775 10.1775 9.7000 6.1017 6.1017 4.8000 16.2792 16.2792
L41 93.2042 92.7950 54.5000 32.5000 12.2214 12.2214 10.3000 3.6836 3.6836 2.0000 15.9050 15.9050
4243 92.7950 91.8454 60.0000 31.0000 17.0472 17.0472 1.5000 10.0815 10.0815 5.0000 27.1286 27.1286
4344 91.8454 91.2265 50.0000 32.0000 16.6974 16.6974 2.0000 7.0655 7.0655 3.4000 23.7629 23.7629
6869 89.6956 89.5355 20.0000 36.0000 14.0973 14.0973 13.2000 17.7785 17.7785 5.8000 31.8758 31.8758
4445 91.2265 91.1884 33.0000 26.4000 15.1926 15.1926 21.8000 4.7363 4.7363 8.0000 19.9289 19.9289
4546 91.1884 91.1490 25.0000 22.1000 13.5244 13.5244 1.7000 3.4648 3.4648 2.0000 16.9893 16.9893
4647 91.1490 91.1264 20.0000 11.8000 2.6396 2.6396 0.6000 11.2546 11.2546 7.8000 13.8941 13.8941
4754 91.1264 91.1181 31.0000 28.6000 14.5734 14.5734 7.1000 9.7430 9.7430 1.4000 24.3164 24.3164
4849 91.1301 91.1267 12.0000 26.3000 6.0300 6.0300 4.6000 4.9201 4.9201 3.7000 10.9501 10.9501
5051 91.1210 91.1208 19.0000 21.4000 7.9501 7.9501 6.1000 2.1863 2.1863 5.4600 10.1363 10.1363
5253 91.1179 91.1181 20.0000 14.4000 6.5705 6.5705 2.8000 6.5408 6.5408 2.7700 13.1114 13.1114
5354 91.1181 91.1181 29.0000 30.3000 28.7691 28.7691 20.1000 4.1123 4.1123 0.0000 32.8814 32.8814
5462 91.1181 91.1171 12.0000 13.9000 13.8194 13.8194 2.9000 27.4141 27.4141 20.0000 41.2335 41.2335
5657 99.5525 99.2619 6.0000 29.9000 29.8036 29.8036 29.8000 0.0057 0.0057 0.0000 29.8093 29.8093
5758 99.2619 92.6521 50.0000 20.0000 15.4530 15.4530 15.0000 0.4918 0.4918 0.0000 15.9448 15.9448
5859 92.6521 91.8340 18.0000 8.4000 1.1541 1.1541 2.3000 4.1745 4.1745 5.5000 5.3286 5.3286
5960 91.8340 91.3762 17.0000 10.1000 2.5354 2.5354 2.0000 6.2040 6.2040 5.9000 8.7395 8.7395
6061 91.3762 91.3761 11.0000 25.0000 11.8156 11.8156 10.4000 5.8952 5.8952 1.5000 17.7108 17.7108
6162 91.1170 91.1171 30.0000 9.3000 9.2318 9.2318 1.3000 5.7225 5.7225 2.0000 The text continues on section 5.