Original source · versioned page text
d20y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:18.
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 50.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N48#1 1196 360 N48#2 1565 395 N50#1 1204 360
N50#2 1630 386 N52#1 1232 360 N52#2 1630 390
N1#1 1212 360 N1#2 1837 527 N4#1 1160 360
N4#2 2143 621 N8#1 1158 334 N8#2 2333 683
N13#1 1212 360 N13#2 2282 670 N25#1 1216 360
N25#2 1617 391 N28#1 1224 360 N28#2 1548 396
N29#1 1208 360 N29#2 1810 514 N30#1 1208 360
N30#2 2300 720 N31#1 1216 360 N31#2 2324 684
N32#1 1228 360 N32#2 1220 360 N33#1 1232 360
N33#2 1626 390 N36#1 1228 360 N36#2 1623 389
N42#1 1216 360 N42#2 1625 391 N44#1 1216 360
N44#2 1625 391 N45#1 1220 360 N45#2 1612 392
N47#1 1131 325 N47#2 1579 389 N55#1 1711 421
N55#2 1629 391 N56#1 1212 360 N56#2 1624 392
N63#1 1224 360 N63#2 1626 390 N64#1 1212 360
N64#2 1617 391 N66#1 1212 360 N66#2 1624 392
N58#1 1216 360 N58#2 1617 391 N59#1 1232 360
N59#2 1624 388 N61#1 1228 360 N61#2 1627 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 50.0000 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) 2.055000E+04 50.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.345742E+00 0.011
Surface Runoff from Watersheds 2.017787E+04 49.095
Total Water remaining in Surface Storage 1.657796E+02 0.403
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......... 2.057126E+04 50.052
Total Precipitation + Initial Storage. 2.055000E+04 50.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.1034
****************************************************
* 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.............. 2.017787E+04 49.095
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.................. 2.014614E+04 49.017
Initial Storage + Inflow.................... 2.017787E+04 49.095
Final Storage + Outflow + Diverted GW....... 2.014614E+04 49.017
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1575
##################################################
# 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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 48.78457 0.00000 49.22424 0.00000 49.11013
Total Losses (mm)...... 0.00000 0.87264 0.00000 0.77178 0.00000 0.84184
Remaining Depth (mm)... 0.00000 0.34278 0.00000 0.00398 0.00000 0.04804
Peak Runoff Rate (cms). 0.00000 0.65495 0.00000 0.02570 0.00000 0.10650
Total Impervious Area
---------------------
Total Runoff Depth (mm) 49.90812 50.03484 49.96378 50.89688 50.07857 50.25267
Peak Runoff Rate (cms). 0.89826 0.00110 0.63690 0.00003 0.10962 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 49.90812 50.03484 49.96378 50.89688 50.07857 50.25267
Peak Runoff Rate (cms). 0.89826 0.00110 0.63690 0.00003 0.10962 0.00012
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) 49.90812 48.78582 49.96378 49.22591 50.07857 49.11127
Peak Runoff Rate (cms). 0.89826 0.65606 0.63690 0.02572 0.10962 0.10662
Unit Runoff (mm/hr).... 191.80691 140.91765 208.28492 233.44048 234.07550 215.01401
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 48.94676 0.00000 49.05555 0.00000 49.09120
Total Losses (mm)...... 0.00000 0.86474 0.00000 0.85337 0.00000 0.84666
Remaining Depth (mm)... 0.00000 0.18850 0.00000 0.09107 0.00000 0.06213
Peak Runoff Rate (cms). 0.00000 0.98028 0.00000 0.59996 0.00000 0.17112
Total Impervious Area
---------------------
Total Runoff Depth (mm) 49.99394 50.18801 49.78771 50.12090 50.08940 50.09341
Peak Runoff Rate (cms). 0.13780 0.15144 0.30151 0.30571 0.03879 0.15724
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 49.99394 50.18801 49.78771 50.12090 50.08940 50.09341
Peak Runoff Rate (cms). 0.13780 0.15144 0.30151 0.30571 0.03879 0.15724
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) 49.99394 49.07088 49.78771 49.37516 50.08940 49.54220
Peak Runoff Rate (cms). 0.13780 1.13172 0.30151 0.90567 0.03879 0.32836
Unit Runoff (mm/hr).... 217.48513 176.31625 163.35441 209.40099 234.70972 220.73420
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.04207 0.00000 49.03708 0.00000 48.73263
Total Losses (mm)...... 0.00000 0.85536 0.00000 0.85603 0.00000 0.87425
Remaining Depth (mm)... 0.00000 0.10257 0.00000 0.10689 0.00000 0.39312
Peak Runoff Rate (cms). 0.00000 0.46242 0.00000 0.59933 0.00000 1.05744
Total Impervious Area
---------------------
Total Runoff Depth (mm) 49.99107 50.09870 50.00776 50.18894 50.04513 50.02743
Peak Runoff Rate (cms). 0.42370 0.30147 0.68941 0.00075 0.07607 0.00187
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 49.99107 50.09870 50.00776 50.18894 50.04513 50.02743
Peak Runoff Rate (cms). 0.42370 0.30147 0.68941 0.00075 0.07607 0.00187
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) 49.99107 49.41189 50.00776 49.03823 50.04513 48.73392
Peak Runoff Rate (cms). 0.42370 0.76389 0.68941 0.60008 0.07607 1.05931
Unit Runoff (mm/hr).... 216.62820 208.49222 221.46779 192.76960 230.11316 133.98397
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 48.98837 0.00000 45.34861 0.00000 49.02727
Total Losses (mm)...... 0.00000 0.86139 0.00000 0.88706 0.00000 0.85728
Remaining Depth (mm)... 0.00000 0.15024 0.00000 3.76433 0.00000 0.11545
Peak Runoff Rate (cms). 0.00000 0.99715 0.00000 0.36094 0.00000 0.92503
Total Impervious Area
---------------------
Total Runoff Depth (mm) 49.98533 50.19984 49.98533 50.03274 50.00334 50.09320
Peak Runoff Rate (cms). 0.14800 0.14559 0.23680 0.22456 0.60667 0.61599
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 49.98533 50.19984 49.98533 50.03274 50.00334 50.09320
Peak Runoff Rate (cms). 0.14800 0.14559 0.23680 0.22456 0.60667 0.61599
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) 49.98533 49.10952 49.98533 45.81703 50.00334 49.40035
Peak Runoff Rate (cms). 0.14800 1.14275 0.23680 0.58551 0.60667 1.54102
Unit Runoff (mm/hr).... 214.89795 185.18800 214.89795 59.36893 220.22283 205.65991
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.14267 0.00000 49.10075 0.00000 49.13055
Total Losses (mm)...... 0.00000 0.83009 0.00000 0.84437 0.00000 0.83510
Remaining Depth (mm)... 0.00000 0.02724 0.00000 0.05488 0.00000 0.03436
Peak Runoff Rate (cms). 0.00000 0.30858 0.00000 0.23934 0.00000 0.22493
Total Impervious Area
---------------------
Total Runoff Depth (mm) 50.06397 0.00000 50.06408 50.23275 50.05685 50.29695
Peak Runoff Rate (cms). 0.32062 0.00000 0.26292 0.00027 0.22999 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 50.06397 0.00000 50.06408 50.23275 50.05685 50.29695
Peak Runoff Rate (cms). 0.32062 0.00908 0.26292 0.00027 0.22999 0.00025
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 50.06397 49.14267 50.06408 49.10188 50.05685 49.13171
Peak Runoff Rate (cms). 0.32062 0.30858 0.26292 0.23961 0.22999 0.22518
Unit Runoff (mm/hr).... 232.77340 224.03195 232.78539 212.14569 231.90829 220.92381
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.04796 0.00000 49.06420 0.00000 48.98872
Total Losses (mm)...... 0.00000 0.85452 0.00000 0.85197 0.00000 0.86136
Remaining Depth (mm)... 0.00000 0.09752 0.00000 0.08384 0.00000 0.14992
Peak Runoff Rate (cms). 0.00000 0.36121 0.00000 0.17682 0.00000 0.18292
Total Impervious Area
---------------------
Total Runoff Depth (mm) 50.01077 50.14053 50.01482 50.16548 50.02389 50.13426
Peak Runoff Rate (cms). 0.41030 0.00044 0.19077 0.00021 0.08082 0.00024
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 50.01077 50.14053 50.01482 50.16548 50.02389 50.13426
Peak Runoff Rate (cms). 0.41030 0.00044 0.19077 0.00021 0.08082 0.00024
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) 50.01077 49.04905 50.01482 49.06530 50.02389 48.98987
Peak Runoff Rate (cms). 0.41030 0.36166 0.19077 0.17704 0.08082 0.18316
Unit Runoff (mm/hr).... 222.29649 195.94570 223.38221 200.82933 225.67705 179.69736
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 48.95859 48.90065 49.07327 0.00000 49.00431
Total Losses (mm)...... 0.00000 0.86388 0.86761 0.85035 0.00000 0.85985
Remaining Depth (mm)... 0.00000 0.17754 0.23174 0.07638 0.00000 0.13585
Peak Runoff Rate (cms). 0.00000 0.19461 0.26199 0.34175 0.00000 0.10614
Total Impervious Area
---------------------
Total Runoff Depth (mm) 50.09266 50.25828 50.12978 50.18047 49.99251 50.14961
Peak Runoff Rate (cms). 0.02588 0.00011 0.00390 0.00041 0.12557 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 50.09266 50.25828 50.12978 50.18047 49.99251 50.14961
Peak Runoff Rate (cms). 0.02588 0.00011 0.00390 0.00041 0.12557 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) 50.09266 48.95911 48.91294 49.07438 49.99251 49.00545
Peak Runoff Rate (cms). 0.02588 0.19472 0.26589 0.34216 0.12557 0.10628
Unit Runoff (mm/hr).... 234.85847 172.39839 160.86375 203.61375 217.05742 183.71632
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.09631 0.00000 49.03048 0.00000 49.00852
Total Losses (mm)...... 0.00000 0.84547 0.00000 0.85688 0.00000 0.85941
Remaining Depth (mm)... 0.00000 0.05822 0.00000 0.11264 0.00000 0.13207
Peak Runoff Rate (cms). 0.00000 0.24939 0.00000 0.39388 0.00000 0.60514
Total Impervious Area
---------------------
Total Runoff Depth (mm) 50.03914 50.22364 49.99643 50.18014 49.98963 50.15410
Peak Runoff Rate (cms). 0.26497 0.00029 0.44485 0.00050 0.71470 0.00079
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 50.03914 50.22364 49.99643 50.18014 49.98963 50.15410
Peak Runoff Rate (cms). 0.26497 0.00029 0.44485 0.00050 0.71470 0.00079
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) 50.03914 49.09744 49.99643 49.03163 49.98963 49.00966
Peak Runoff Rate (cms). 0.26497 0.24967 0.44485 0.39438 0.71470 0.60593
Unit Runoff (mm/hr).... 229.01321 210.77241 218.22013 190.88226 216.19757 184.83470
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).... 50.00000 50.00000 50.00000 50.00000 50.00000 50.00000
Max Intensity (mm/hr).. 234.00000 234.00000 234.00000 234.00000 234.00000 234.00000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 49.03277 0.00000 49.14638 0.00000 49.12370
Total Losses (mm)...... 0.00000 0.85659 0.00000 0.82837 0.00000 0.83757
Remaining Depth (mm)... 0.00000 0.11064 0.00000 0.02524 0.00000 0.03873
Peak Runoff Rate (cms). 0.00000 0.22660 0.00000 0.08047 0.00000 0.12053
Total Impervious Area
---------------------
Total Runoff Depth (mm) 50.00699 50.18313 50.07494 50.32668 50.05685 50.28228
Peak Runoff Rate (cms). 0.25599 0.00028 0.07729 0.00009 0.12777 0.00013
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 50.00699 50.18313 50.07494 50.32668 50.05685 50.28228
Peak Runoff Rate (cms). 0.25599 0.00028 0.07729 0.00009 0.12777 0.00013
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) 50.00699 49.03392 50.07494 49.14756 50.05685 49.12485
Peak Runoff Rate (cms). 0.25599 0.22688 0.07729 0.08055 0.12777 0.12067
Unit Runoff (mm/hr).... 221.25282 191.53228 233.80434 224.93260 231.90829 219.01214
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
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| # # |
| # # |
| ################# # |
| # # |
| # # |
| # # |
150.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
100.000 ################## # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# ################## |
50.000 # # =
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
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 7.2316 18.0789 425.0000
N2 5.9707 14.9268 0.0000
N3 23.5764 50.0000 0.0000
N4 13.5350 33.8375 0.0000
N5 41.3430 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 27.9356 50.0000 0.0000
N12 18.3290 45.8226 0.0000
N13 49.3895 50.0000 0.0000
N14 26.9869 50.0000 0.0000
N15 5.4918 13.7295 0.0000
N24 9.0906 22.7266 0.0000
N25 26.9685 50.0000 0.0000
N26 19.3485 48.3713 0.0000
N27 37.5192 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 26.2256 50.0000 0.0000
N33 32.2267 50.0000 0.0000
N34 27.3045 50.0000 0.0000
N35 28.8715 50.0000 0.0000
N36 21.8782 50.0000 0.0000
N37 26.6415 50.0000 0.0000
N38 22.5870 50.0000 0.0000
N39 37.0522 50.0000 0.0000
N41 18.4020 46.0051 0.0000
N42 19.8943 49.7357 0.0000
N43 36.6456 50.0000 0.0000
N44 45.7462 50.0000 0.0000
N45 31.3302 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 26.9291 50.0000 0.0000
N47 22.2851 50.0000 0.0000
N48 43.5463 50.0000 0.0000
N49 23.8928 50.0000 0.0000
N50 27.8122 50.0000 0.0000
N51 21.7968 50.0000 0.0000
N52 17.4034 43.5086 0.0000
N53 20.6949 50.0000 0.0000
N54 18.4123 46.0307 0.0000
N55 0.6710 1.6776 20135.0000
N56 0.9753 2.4383 10.0000
N57 50.0000 50.0000 0.0000
N58 50.0000 50.0000 0.0000
N59 50.0000 50.0000 0.0000
N60 50.0000 50.0000 0.0000
N61 30.1705 50.0000 0.0000
N62 28.7537 50.0000 0.0000
N63 0.5936 1.4841 1030.0000
N64 19.8943 49.7357 0.0000
N65 26.4206 50.0000 0.0000
N66 24.7074 50.0000 0.0000
N67 10.0334 25.0834 0.0000
N68 7.5097 18.7742 0.0000
D1 10.0626 25.1565 0.0000
N60.7 12.5974 31.4934 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 3.7100 3.7100 10.2300 0.0833 -0.0110 0.1100 Normal Soln
L2 4.0163 4.0163 11.9710 0.0000 -0.0104 0.0807 Normal Soln
L3 6.0755 6.0755 27.3420 0.0000 -0.0124 0.1181 Normal Soln
L4 5.4918 5.4918 23.1386 0.0000 -0.0180 0.3268 Normal Soln
L5 3.4228 3.4228 13.1927 0.0000 -0.0113 0.3852 Normal Soln
L6 3.6319 3.6319 17.1984 0.0000 0.0142 0.0639 Normal Soln
L7 3.5022 3.5022 47.1890 8.4167 0.0209 0.0443 Normal Soln
L8 2.9996 2.9996 50.0000 230.3333 0.0331 0.0539 Normal Soln
L9 5.2796 5.2796 19.6424 0.0000 -0.0115 0.9820 Normal Soln
L10 3.8301 3.8301 21.6027 5.5833 0.0158 0.0234 Normal Soln
L11 5.8856 5.8856 50.0000 0.0000 0.0781 0.0574 Normal Soln
L12 5.1161 5.1161 50.0000 0.0000 0.0826 0.0549 Normal Soln
L13 5.7076 5.7076 50.0000 0.0000 0.1162 0.1139 Normal Soln
L14 4.0859 4.0859 12.5784 0.0000 0.0884 2.0268 Normal Soln
L15 4.8841 4.8841 20.7132 0.0000 0.1136 0.1803 Normal Soln
L24 7.3204 7.3204 25.1915 0.0000 0.0552 0.1581 Normal Soln
L25 5.2154 5.2154 21.6020 0.0000 0.0735 0.0987 Normal Soln
L26 4.3684 4.3684 13.4014 0.0000 0.0514 0.2362 Normal Soln
L27 4.4891 4.4891 14.8232 0.0000 0.0732 0.0226 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0073 0.0147 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 -0.0156 0.0378 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0137 0.0426 Normal Soln
L31 36.6548 36.6548 50.0000 0.0000 0.0254 0.0894 Normal Soln
L32 6.6549 6.6549 21.7100 0.0000 0.0151 0.7052 Normal Soln
L33 6.4416 6.4416 25.4763 0.0000 -0.0064 0.0787 Normal Soln
L34 6.6299 6.6299 49.3880 0.0000 0.0213 0.2932 Normal Soln
L35 9.0565 9.0565 28.7521 0.0000 0.0244 0.0528 Normal Soln
L36 6.2345 6.2345 12.3208 0.0000 0.0418 0.0134 Normal Soln
W2637 8.8924 8.8924 42.4483 0.0000 0.0018 0.0048 Normal Soln
L37 7.9783 7.9783 39.2342 0.0000 0.0290 0.0317 Normal Soln
L38 4.1919 4.1919 15.4461 0.0000 0.0559 0.8315 Normal Soln
L39 2.9461 2.9461 11.9040 0.0000 -0.0557 0.0765 Normal Soln
L41 15.7348 15.7348 50.0000 0.0000 0.0555 0.6851 Normal Soln
4243 20.9419 20.9419 50.0000 0.0000 0.0498 0.2979 Normal Soln
4344 16.8950 16.8950 50.0000 0.0000 0.0483 0.2655 Normal Soln
6869 5.9842 5.9842 38.9092 0.0000 0.0166 0.3194 Normal Soln
4445 10.0354 10.0354 49.8354 0.0000 0.0516 0.1953 Normal Soln
4546 7.4629 7.4629 23.6064 0.0000 0.0541 0.1725 Normal Soln
4647 5.4045 5.4045 17.8528 0.0000 0.0545 0.8204 Normal Soln
4754 9.3376 9.3376 38.9349 0.0000 0.0549 0.2242 Normal Soln
4849 4.9977 4.9977 12.3160 0.0000 0.0084 0.0468 Normal Soln
5051 7.0299 7.0299 18.3202 0.0000 -0.0195 0.0986 Normal Soln
5253 6.1764 6.1764 11.1225 0.0000 -0.0292 0.0745 Normal Soln
5354 8.4167 8.4167 50.0000 0.0000 0.0454 0.0626 Normal Soln
5462 3.2043 3.2043 43.8974 0.0000 0.0799 0.1596 Normal Soln
5657 6.8049 6.8049 12.0612 0.0000 -0.0037 0.0064 Normal Soln
5758 46.6806 46.6806 50.0000 0.0000 0.0038 0.0082 Normal Soln
5859 8.8337 8.8337 21.1044 0.0000 0.0048 0.0639 Normal Soln
5960 9.3388 9.3388 21.8995 0.0000 0.0034 0.0538 Normal Soln
6061 6.5903 6.5903 29.8356 0.0000 0.0055 0.0270 Normal Soln
6162 9.2927 9.2927 21.1523 0.0000 -0.0117 0.0279 Normal Soln
6465 10.0982 10.0982 33.9298 0.0000 0.0297 0.1546 Normal Soln
6566 10.3511 10.3511 46.0392 0.0000 0.0442 0.2413 Normal Soln
6667 14.6788 14.6788 50.0000 0.0000 0.0226 0.2984 Normal Soln
L595 1.5816 1.5816 42.2260 0.0000 0.0730 0.3429 Normal Soln
L598 1.7113 1.7113 5.0020 10.5833 -0.0035 1.1061 Normal Soln
5556ova 6.6487 6.6487 10.5027 0.0000 -0.0107 0.0951 Normal Soln
5556unda 3.0205 3.0205 7.9616 0.0000 -0.0090 2.1327 Normal Soln
5663ova 39.8013 39.8013 50.0000 0.0000 0.0030 0.1053 Normal Soln
5663und 15.0529 15.0529 38.4356 0.0000 0.0066 2.2615 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0043 0.0085 Normal Soln
6364und 14.6992 14.6992 28.1021 0.0000 0.0304 3.4310 Normal Soln
6264ova 16.0974 16.0974 50.0000 0.0000 -0.0004 0.0012 Normal Soln
6264und 1.1173 1.1173 2.6075 38.2500 0.0078 2.0090 Normal Soln
6768ova 4.7880 4.7880 10.8676 0.0000 0.0141 0.3104 Normal Soln
6768und 1.4941 1.4941 4.1936 66.7500 0.0073 1.4711 Normal Soln
4950ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4950und 2.2851 2.2851 8.0075 0.0000 -0.0039 0.9365 Normal Soln
5152ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5152und 1.8845 1.8845 5.9958 0.0000 0.0068 0.5335 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/ 0.01 / 105.51/ N31/ 0.07 / 97.57/ N32/ 0.14 / 94.94/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.20 / 92.20/
N39/ 0.21 / 92.19/ N41/ 0.11 / 91.99/ N42/ 0.11 / 91.59/
N43/ 0.12 / 90.77/ N44/ 0.08 / 90.08/ N45/ 0.12 / 89.82/
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/ 0.13 / 88.76/ N65/ 0.09 / 88.17/
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/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.23 /
L36/ 0.37 / W2637/ 0.00 / L37/ 0.07 /
L38/ 0.07 / L39/ -0.05 / L41/ 0.13 /
4243/ 0.19 / 4344/ 0.23 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.36 / 4647/ 0.11 /
4754/ 0.21 / 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/ 0.39 / 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/ 0.29 / 6768ova/ 0.00 / 6768und/ 0.50 /
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/ 5.84 / L11/ 10.40 / L12/ 12.60 /
L13/ 13.19 / L14/ 0.46 / L15/ 4.18 /
L24/ 0.89 / L25/ 1.17 / L26/ 0.88 /
L27/ 1.38 / L28/ 0.19 / L29/ 0.43 /
L30/ 2.24 / L31/ 2.03 / L32/ 0.82 /
L33/ 0.06 / L34/ 4.06 / L35/ 0.70 /
L36/ 0.45 / W2637/ 0.01 / L37/ 1.65 /
L38/ 2.21 / L39/ 2.34 / L41/ 1.96 /
4243/ 1.45 / 4344/ 1.35 / 6869/ 2.22 /
4445/ 2.35 / 4546/ 0.69 / 4647/ 2.22 /
4754/ 1.38 / 4849/ 0.21 / 5051/ 0.19 /
5253/ 0.16 / 5354/ 1.23 / 5462/ 2.52 /
5657/ 0.39 / 5758/ 0.22 / 5859/ 0.06 /
5960/ 0.09 / 6061/ 0.11 / 6162/ 0.04 /
6465/ 0.78 / 6566/ 1.10 / 6667/ 4.11 /
L595/ 3.53 / L598/ 1.20 / 5556ova/ 0.03 /
5556unda/ 0.15 / 5663ova/ 0.07 / 5663und/ 0.15 /
6364ova/ 0.03 / 6364und/ 0.28 / 6264ova/ 0.01 /
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/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.07 / N32/ 0.14 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.06 / N37/ 0.06 / N38/ 0.20 /
N39/ 0.21 / N41/ 0.11 / N42/ 0.11 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.13 /
N69/ 0.07 / 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/ 0.01 /
N63/ 1.26 / N64/ 0.14 / N65/ 0.10 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
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/ 4.49 / N31/ 12.43 / N32/ 15.06 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.80 /
N39/ 17.81 / N41/ 18.01 / N42/ 18.41 /
N43/ 19.23 / N44/ 19.92 / N45/ 20.18 /
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/ 10.24 / N65/ 10.83 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.22 / N60.7/ 9.40 /
Junction/ Max Volume
N1/ 0.81 / N2/ 0.64 / N3/ 0.73 /
N4/ 0.98 / N5/ 0.93 / N6/ 0.72 /
N7/ 1.26 / N8/ 1.79 / N9/ 2.22 /
N10/ 1.89 / N11/ 0.93 / N12/ 1.54 /
N13/ 2.14 / N14/ 2.69 / N15/ 0.49 /
N24/ 0.69 / N25/ 0.64 / N26/ 1.03 /
N27/ 0.60 / N28/ 0.33 / N29/ 0.44 /
N30/ 0.43 / N31/ 0.72 / N32/ 1.06 /
N33/ 0.38 / N34/ 0.91 / N35/ 0.93 /
N36/ 0.70 / N37/ 0.97 / N38/ 1.27 /
N39/ 1.23 / N41/ 1.20 / N42/ 1.22 /
N43/ 1.11 / N44/ 1.01 / N45/ 1.27 /
N69/ 1.47 / N46/ 1.59 / N47/ 1.60 /
N48/ 0.40 / N49/ 0.56 / N50/ 0.58 /
N51/ 0.95 / N52/ 0.98 / N53/ 1.38 /
N54/ 1.73 / N55/ 1.10 / N56/ 1.15 /
N57/ 0.02 / N58/ 0.17 / N59/ 0.20 /
N60/ 0.13 / N61/ 0.51 / N62/ 1.99 /
N63/ 1.32 / N64/ 1.06 / N65/ 1.57 /
N66/ 1.85 / N67/ 2.01 / N68/ 1.47 /
D1/ 2.16 / N60.7/ 0.54 /
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/ 4.97 / L12/ 9.56 /
L13/ 11.74 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.17 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.26 / 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/ 0.21 /
4445/ 0.16 / 4546/ 0.05 / 4647/ 0.16 /
4754/ 0.09 / 4849/ 0.01 / 5051/ 0.01 /
5253/ 0.01 / 5354/ 0.10 / 5462/ 0.19 /
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/ 0.65 /
L595/ 0.26 / 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/ 25.80 / L11/ 82.04 / L12/ 157.71 /
L13/ 205.44 / L14/ 0.26 / L15/ 3.91 /
L24/ 0.70 / L25/ 0.93 / L26/ 0.79 /
L27/ 2.11 / L28/ 1.70 / L29/ 4.94 /
L30/ 25.25 / L31/ 11.09 / L32/ 1.06 /
L33/ 0.01 / L34/ 4.51 / L35/ 1.05 /
L36/ 0.55 / W2637/ 0.00 / L37/ 3.91 /
L38/ 3.26 / L39/ 3.59 / L41/ 6.84 /
4243/ 5.45 / 4344/ 3.84 / 6869/ 4.11 /
4445/ 5.16 / 4546/ 1.23 / 4647/ 3.28 /
4754/ 2.69 / 4849/ 0.11 / 5051/ 0.28 /
5253/ 0.15 / 5354/ 3.00 / 5462/ 2.26 /
5657/ 0.00 / 5758/ 0.17 / 5859/ 0.04 /
5960/ 0.04 / 6061/ 0.02 / 6162/ 0.05 /
6465/ 1.62 / 6566/ 3.39 / 6667/ 32.36 /
L595/ 1.58 / L598/ 0.02 / 5556ova/ 0.00 /
5556unda/ 0.01 / 5663ova/ 0.00 / 5663und/ 0.05 /
6364ova/ 0.00 / 6364und/ 2.00 / 6264ova/ 0.00 /
6264und/ 0.61 / 6768ova/ 0.00 / 6768und/ 0.38 /
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/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 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/ 0.01 / 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/ 105.51/
L30/ 105.51/ 97.57 L31/ 97.57/ 94.94 L32/ 94.94/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.20/
L38/ 92.20/ 92.19 L39/ 92.18/ 92.19 L41/ 91.99/ 91.59/
4243/ 91.59/ 90.77 4344/ 90.77/ 90.08 6869/ 87.93/ 87.75/
4445/ 90.08/ 89.82 4546/ 89.82/ 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/ 88.76/ 88.17 6566/ 88.17/ 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/ 88.76/ 88.76 6364und/ 95.75/ 88.76 6264ova/ 88.76/ 88.76/
6264und/ 88.78/ 88.76 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........ 11833
Total number of time steps during simulation.... 10509
Ratio of actual # of time steps / NTCYC......... 2.433
Average number of iterations per time step...... 1.126
Average time step size(seconds)................ 2.055
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.042
Average minimum implicit time step (sec)........ 2.752
Average minimum junction time step (sec)........ 2.752
Average Courant Factor Tf....................... 2.752
Number of times omega reduced................... 232
*=========================================================*
| 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 1.15 12129 0 16 1 0 0
N2 0 1.15 12125 5 10 1 0 0
N3 0 1.15 12099 0 8 0 0 0
N4 0 1.16 12160 0 7 0 0 0
N5 0 1.29 13580 0 12 1 0 0
N6 0 1.48 15593 0 11 2 0 0
N7 0 2.16 22661 0 12 9 0 0
N8 0 2.93 30804 100 16 76 0 0
N9 0 2.36 24820 42 14 58 0 0
N10 0 1.15 12046 0 7 0 0 0
N11 0 1.68 17664 0 31 1 1 0
N12 0 2.42 25478 0 8 0 0 0
N13 0 2.78 29204 0 8 0 0 0
N14 0 2.27 23823 6 16 5 0 0
N15 0 1.14 12029 0 7 0 0 0
N24 0 1.16 12213 0 14 1 0 0
N25 0 1.14 12017 0 10 1 0 0
N26 0 1.27 13322 1 10 1 0 0
N27 0 1.17 12249 0 7 0 0 0
N28 0 1.07 11286 0 6 0 0 0
N29 0 1.14 11943 1 13 1 0 0
N30 0 1.16 12204 0 14 1 0 0
N31 0 1.08 11373 0 15 2 0 0
N32 0 1.14 12015 0 7 0 0 0
N33 0 1.15 12073 0 7 0 0 0
N34 0 1.17 12248 0 11 1 0 0
N35 0 1.24 12991 0 7 0 0 0
N36 0 1.13 11853 0 10 1 0 0
N37 0 1.20 12570 0 7 0 0 0
N38 0 1.26 13217 0 19 1 0 0
N39 0 1.14 11985 0 9 0 0 0
N41 0 1.18 12415 0 9 0 0 0
N42 0 1.20 12663 2 18 1 0 0
N43 0 1.17 12333 0 7 0 0 0
N44 0 1.22 12775 0 7 0 0 0
N45 0 1.17 12335 0 7 0 0 0
N69 0 1.27 13320 5 8 0 0 0
N46 0 1.22 12791 0 7 0 0 0
N47 0 1.20 12638 0 6 0 0 0
N48 0 1.17 12248 0 7 0 0 0
N49 0 1.41 14773 1 10 1 0 0
N50 0 1.42 14929 1 6 0 0 0
N51 0 1.64 17250 1 8 0 0 0
N52 0 1.65 17305 0 8 0 0 0
N53 0 1.92 20166 0 17 4 0 0
N54 0 2.03 21282 3 27 4 1 0
N55 0 1.17 12263 10 11 2 0 0
N56 0 1.30 13665 12 17 2 0 0
N57 0 1.07 11295 0 6 0 0 0
N58 0 1.12 11790 0 30 1 1 0
N59 0 1.16 12206 1 11 1 0 0
N60 0 1.17 12300 0 7 0 0 0
N61 0 1.25 13144 0 7 0 0 0
N62 0 2.28 24011 0 7 0 0 0
N63 0 1.39 14565 5 24 45 0 0
N64 0 1.27 13398 2 25 41 2 0
N65 0 1.17 12286 0 7 0 0 0
N66 0 1.25 13177 0 6 0 0 0
N67 0 1.38 14461 1 10 1 0 0
N68 0 1.29 13576 0 6 0 0 0
D1 0 1.90 19923 32 9 0 0 0
N60.7 0 1.23 12975 1 14 3 0 0
Total number of iterations for all junctions.. 916032
Minimum number of possible iterations......... 651558
Efficiency of the simulation.................. 1.41
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N1 110.0000 104.8300 103.6416 0 15 0.0000 6.3584 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3505 0 15 0.0000 7.6495 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1123 0 15 0.0000 8.8877 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.4370 0 15 0.0000 9.5630 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.9732 0 15 0.0000 10.0268 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5765 0 15 0.0000 10.4235 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5906 0 15 0.0000 10.4094 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5928 0 15 0.0000 10.4072 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5935 0 15 0.0000 10.4065 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8921 0 15 0.0000 11.1079 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6344 0 15 0.0000 12.3656 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6362 0 15 0.0000 12.3638 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6369 0 15 0.0000 12.3631 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6379 0 15 0.0000 12.3621 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9503 0 15 0.0000 15.0497 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7165 0 16 0.0000 15.2835 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2329 0 15 0.0000 15.7671 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.8847 0 15 0.0000 16.1153 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3385 0 16 0.0000 16.6615 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8344 0 15 0.0000 9.1656 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9377 0 16 0.0000 6.0623 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.9289 0 18 0.0000 4.0711 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.2229 0 18 0.0000 11.7771 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.8594 0 21 0.0000 14.1406 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8932 0 15 0.0000 12.1068 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.9831 0 21 0.0000 15.0169 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9032 0 21 0.0000 15.0968 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.6753 0 20 0.0000 16.3247 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.2845 0 17 0.0000 16.7155 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.2689 0 17 0.0000 16.7311 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.2056 0 17 0.0000 16.7944 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.0837 0 18 0.0000 16.9163 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.6989 0 19 0.0000 17.3011 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.7638 0 20 0.0000 18.2362 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.0065 0 29 0.0000 18.9935 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.9678 0 29 0.0000 19.0322 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.1487 0 33 0.0000 20.8513 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.9325 0 30 0.0000 19.0675 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.9175 0 31 0.0000 9.0825 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.9801 0 15 0.0000 8.0199 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.4100 90.9137 0 30 0.0000 8.0863 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.3300 90.9124 0 31 0.0000 8.0876 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.9121 0 31 0.0000 8.0879 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.9118 0 31 0.0000 8.0882 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.9119 0 31 0.0000 8.0881 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.9120 0 31 0.0000 8.0880 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0223 0 15 0.0000 9.9777 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5475 0 15 0.0000 10.4525 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2538 0 15 0.0000 10.7462 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6117 0 15 0.0000 6.3883 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8017 0 15 0.0000 7.1983 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2877 0 15 0.0000 7.7123 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.0120 0 16 0.0000 7.9880 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.9116 0 31 0.0000 8.0884 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0664 0 15 0.0000 1.9336 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.6878 0 31 0.0000 9.3122 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.6501 0 32 0.0000 9.3499 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.6328 0 32 0.0000 9.3672 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.6227 0 32 0.0000 9.3773 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.3089 0 33 0.0000 9.6911 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.9115 0 31 0.0000 19.0885 1.0000 0.0000 0.0000 0.0000
N60.7 100.0000 91.7000 91.1426 0 16 0.0000 8.8574 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 1.2681 0 15 1.0266 0 15 0.0533 103.6414 102.3505 .4057 .3202
L2 31.3792 2.1255 2000.000 1.2612 0 15 0.9189 0 15 0.0402 102.3504 101.1123 .3202 .3661
L3 21.1637 1.3610 2000.000 1.2496 0 15 0.5853 0 15 0.0590 101.1123 100.4370 .3661 .4885
L4 14.8201 1.0611 2000.000 2.4125 0 15 0.6916 0 15 0.1628 100.4370 99.9732 .4885 .4666
L5 14.1212 0.8828 2000.000 2.3982 0 15 0.7580 0 15 0.1698 99.9732 99.5765 .4666 .3582
L6 107.6004 6.2326 2000.000 2.4064 0 15 0.5931 0 15 0.0224 99.5765 99.5906 .3582 .6303
L7 212.9831 7.4760 2500.000 2.4102 0 15 0.2225 0 15 0.0113 99.5906 99.5929 .5042 .7171
L8 226.7844 7.2108 2500.000 2.7154 0 15 0.1315 0 15 0.0120 99.5928 99.5935 .7171 .8894
L9 5.4768 0.2939 750.0000 2.6856 0 15 0.5091 0 15 0.4904 99.5935 99.4066 .4980 .2621
L10 230.8083 6.4966 2000.000 2.6858 0 15 0.4630 0 15 0.0116 98.8921 97.6344 .0960 .4672
L11 134.5580 5.4501 2000.000 2.7119 0 16 0.2848 0 16 0.0202 97.6344 97.6362 .4672 .7681
L12 167.9513 6.1299 2500.000 2.7373 0 16 0.1865 0 16 0.0163 97.6362 97.6369 .6145 .8548
L13 106.1819 4.1061 2750.000 3.7371 0 15 0.2113 0 15 0.0352 97.6369 97.6379 .7771 .9774
L14 3.7006 0.2681 800.0000 3.7322 0 15 0.7951 0 15 1.0085 97.6379 97.5297 .6223 .4996
L15 41.4767 1.7797 1500.000 3.7295 0 15 0.6276 0 15 0.0899 94.9503 94.7165 .3269 .4576
L24 46.8109 1.7908 2000.000 3.6974 0 16 0.7952 0 16 0.0790 94.7165 94.2329 .3432 .3215
L25 97.5504 2.8657 2500.000 4.8139 0 15 0.7409 0 15 0.0493 94.2329 93.8847 .2572 .4139
L26 39.8090 1.2386 3000.000 4.6953 0 15 1.1193 0 15 0.1179 93.8847 93.3385 .3449 .1995
L27 416.5903 6.9969 3500.000 4.6904 0 16 0.9782 0 12 0.0113 93.3385 93.2689 .1710 .3625
Section 4
L28 142.9406 2.4129 2000.000 1.0480 0 16 0.6829 0 15 0.0073 120.8344 113.9377 .1672 .2189
L29 111.2914 2.2238 2000.000 2.0903 0 17 1.0289 0 17 0.0188 113.9377 105.9289 .2189 .2145
L30 121.4510 2.4983 2000.000 2.5904 0 18 0.7226 0 18 0.0213 105.9289 98.2229 .2145 .3615
L31 81.3908 1.8198 2000.000 3.6425 0 18 0.5695 0 13 0.0448 98.2229 95.8594 .3615 .5297
L32 10.6189 1.0497 1500.000 3.7389 0 21 0.9682 0 21 0.3521 95.8594 94.9831 .7063 .6087
L33 13.2107 0.8025 900.0000 0.4963 0 15 0.3926 0 15 0.0376 97.8932 97.3352 .4258 .2392
L34 27.1462 0.7567 2000.000 3.9132 0 20 0.3543 0 20 0.1442 94.9831 94.9032 .4565 .4666
L35 151.1332 2.3985 2800.000 3.9182 0 21 0.7501 0 22 0.0259 94.9032 93.6753 .3333 .2483
L36 604.2278 7.2058 3400.000 4.0547 0 20 1.4645 0 11 0.0067 93.6753 93.2845 .2045 .2866
W2637 41.0450 1.2356 2000.000 0.0988 0 15 0.2356 0 15 0.0024 93.8847 93.6910 .0823 .0355
L37 268.7941 4.1638 3600.000 4.2103 0 20 0.5990 0 29 0.0157 93.2845 93.2689 .2707 .3525
L38 20.3679 0.8611 2000.000 8.4624 0 17 0.9064 0 16 0.4155 93.2689 93.2056 .6344 .6128
L39 220.6626 2.1612 4000.000 -8.4124 0 17 -0.8402 0 16 -0.0381 93.2056 93.0837 .2564 .2759
L41 24.3580 0.8853 2000.000 8.3256 0 18 0.6798 0 17 0.3418 93.0837 92.6989 .6018 .6095
4243 57.3946 1.4914 2000.000 8.5546 0 19 0.7190 0 18 0.1490 92.6989 91.7638 .6095 .5569
4344 63.4676 1.7564 2000.000 8.4243 0 20 0.8608 0 19 0.1327 91.7638 91.0064 .5569 .5032
6869 43.1813 0.6276 2800.000 6.8800 0 33 0.5140 0 33 0.1593 89.3089 89.1487 .5246 .5245
4445 86.8567 1.9041 2500.000 8.3589 0 21 0.6622 0 20 0.0962 91.0065 90.9678 .4026 .5071
4546 96.3889 3.0307 2500.000 8.2802 0 21 1.0590 0 18 0.0859 90.9678 90.9325 .5071 .6370
4647 19.5453 0.7456 2500.000 7.9006 0 21 1.1209 0 17 0.4042 90.9325 90.9175 .6370 .6390
4754 69.8137 1.6227 2500.000 7.3424 0 21 0.7962 0 17 0.1052 90.9175 90.9120 .6390 .6928
4849 68.7768 2.2981 2000.000 1.5449 0 15 0.9747 0 15 0.0225 90.9801 90.9137 .2001 .2519
5051 53.2734 2.2916 2000.000 2.1884 0 15 1.0372 0 15 0.0411 90.9124 90.9121 .2912 .4211
5253 101.3181 4.3724 2000.000 2.4555 0 15 1.7993 0 14 0.0242 90.9118 90.9119 .4909 .6910
5354 215.9379 3.0206 2500.000 1.9849 0 13 0.4548 0 9 0.0092 90.9119 90.9120 .5528 .6608
5462 217.9611 2.6925 2500.000 6.5033 0 27 0.2734 2 6 0.0298 90.9120 90.9116 .6608 .7966
5657 69.9273 5.9238 400.0000 0.2236 0 15 0.4979 0 15 0.0032 99.5475 99.2538 .0437 .0594
5758 51.4571 6.0705 500.0000 0.2096 0 15 0.1581 0 15 0.0041 99.2538 92.6117 .0475 .3433
5859 18.9395 2.2745 1000.000 0.6013 0 15 0.8529 0 16 0.0317 92.6117 91.8017 .1717 .2017
5960 27.1929 2.5298 1000.000 0.7271 0 15 0.7764 0 15 0.0267 91.8017 91.2877 .2017 .1277
6061 54.8120 3.2856 1000.000 0.7251 0 16 0.3687 0 3 0.0132 91.2877 91.1426 .1277 .4426
6162 84.2671 4.7255 2000.000 0.8606 0 15 1.4243 0 8 0.0102 91.0120 90.9116 .2560 .9958
6465 90.4168 2.4565 2400.000 6.8503 0 26 0.9431 0 6 0.0758 89.6878 89.6501 .4407 .6542
6566 57.6108 1.7304 2400.000 6.7685 0 29 0.7610 0 11 0.1175 89.6501 89.6328 .6542 .7720
6667 54.3218 0.8545 2400.000 6.8968 0 31 0.3337 0 7 0.1270 89.6328 89.6227 .7720 .8386
L595 217.9611 2.6925 2500.000 6.5035 0 29 0.1915 0 0 0.0298 90.9116 90.9115 .7966 .8646
L598 1.4897 2.7588 450.0000 0.6998 0 16 1.1996 0 16 0.4697 91.1426 91.0120 1.205 1.137
5556ova 8.0165 3.7039 500.0000 0.3812 0 15 1.5244 0 15 0.0476 100.0223 99.5717 .3446 .3435
5556unda 0.2730 2.4721 375.0000 0.2247 0 15 2.0097 0 15 0.8228 100.0223 99.5475 2.939 2.873
5663ova 7.0634 3.0050 500.0000 0.3718 0 15 1.1944 0 15 0.0526 99.5475 98.1468 .2950 .2936
5663und 0.2114 1.9145 375.0000 0.2357 0 15 2.1595 0 15 1.1147 99.5475 97.3426 3.059 .9136
6364ova 109.2892 6.1392 1800.000 0.4651 0 15 0.7776 0 15 0.0043 97.0664 89.9545 .0369 .0303
6364und 0.6735 4.2350 450.0000 0.6276 0 10 3.9143 0 10 0.9318 97.0664 89.6878 2.925 2.350
6264ova 48.9163 1.4846 800.0000 0.0279 0 31 0.1782 0 31 0.0006 90.9115 90.8685 .0393 .0106
6264und 3.2349 3.4667 1090.000 3.2175 0 31 3.4516 0 30 0.9946 90.9115 89.6878 1.983 .9705
6768ova 22.4678 1.2234 600.0000 3.4872 0 32 0.9202 0 33 0.1552 89.6227 89.5599 .3712 .2998
6768und 3.2349 3.4667 1090.000 2.0414 0 22 2.1462 0 22 0.6310 89.6227 89.3089 1.525 1.347
4950ova 6.3533 1.0576 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.9124 90.9124 .0000 .0000
4950und 2.1890 1.6215 450.0000 0.7733 0 15 0.7495 0 15 0.3533 90.9137 90.9124 1.252 1.294
5152ova 3.7458 0.5087 500.0000 0.0000 0 0 0.0000 0 0 0.0000 90.9118 90.9118 .0000 .0000
5152und 6.8731 2.7770 825.0000 1.1077 0 15 1.0016 0 15 0.1612 90.9121 90.9118 1.154 1.190
FREE # 1 Undefnd Undefnd Undefn 6.8800 0 33
*==================================================*
| 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 0.3002 1.2356 0.7446
L2 0.0000 360.0000 0.0000 0.0000 0.3185 1.3743 0.6297
L3 0.0000 360.0000 0.0000 0.0000 0.3966 2.1396 0.4994
L4 0.0000 360.0000 0.0000 0.0000 0.4795 3.4910 0.6597
L5 0.0000 360.0000 0.0000 0.0000 0.4515 3.1642 0.6251
L6 0.0000 360.0000 0.0000 0.0000 0.4474 4.0592 0.5861
L7 0.0000 360.0000 0.0000 0.0000 0.7441 10.8321 0.3397
L8 0.0000 360.0000 0.0000 0.0000 1.0146 20.6578 0.2636
L9 0.0000 0.0000 0.0000 360.0000 0.1924 5.2755 0.1451
L10 0.0000 360.0000 0.0000 0.0000 0.3930 5.8061 0.2604
L11 0.0000 360.0000 0.0000 0.0000 0.6023 9.5480 0.3511
L12 0.0000 360.0000 0.0000 0.0000 0.8938 14.7074 0.3422
L13 0.0000 360.0000 0.0000 0.0000 0.8748 17.6832 0.5098
L14 0.0000 0.0000 0.0000 360.0000 0.2530 4.6946 0.3568
L15 0.0000 360.0000 0.0000 0.0000 0.4148 5.9529 0.3684
L24 0.0000 360.0000 0.0000 0.0000 0.3698 4.6615 0.5261
L25 0.0000 360.0000 0.0000 0.0000 0.5260 6.5148 0.6198
L26 0.0000 360.0000 0.0000 0.0000 0.5059 4.1954 0.9137
L27 0.0000 360.0000 0.0000 0.0000 0.4740 5.1450 0.8651
L28 0.0000 360.0000 0.0000 0.0000 0.2344 1.5397 0.2628
L29 0.0000 360.0000 0.0000 0.0000 0.3096 2.0324 0.4412
L30 0.0000 360.0000 0.0000 0.0000 0.3282 3.5872 0.4160
L31 0.0000 360.0000 0.0000 0.0000 0.3775 7.2086 0.4628
L32 0.0000 360.0000 0.0000 0.0000 0.4684 3.8609 0.9540
L33 0.0000 0.0000 0.0000 360.0000 0.1278 1.2641 0.1174
L34 0.0000 360.0000 0.0000 0.0000 0.5278 11.0467 0.3270
L35 0.0000 360.0000 0.0000 0.0000 0.2518 5.2261 0.6088
L36 0.0000 360.0000 0.0000 0.0000 0.2689 5.7578 0.7615
W2637 351.2708 0.0000 0.0000 8.7292 0.0713 0.4194 0.0278
L37 0.0000 360.0000 0.0000 0.0000 0.5946 8.3799 0.5943
L38 0.0000 360.0000 0.0000 0.0000 0.6014 9.5026 1.1145
L39 0.0000 103.9028 256.0972 0.0000 0.6498 10.1518 0.8838
L41 0.0000 360.0000 0.0000 0.0000 0.7608 12.2952 0.8193
4243 0.0000 360.0000 0.0000 0.0000 0.4650 11.9751 0.8323
4344 1.1250 358.8750 0.0000 0.0000 0.4426 9.8694 0.8796
6869 6.0833 353.9167 0.0000 0.0000 0.7998 13.3847 0.7550
4445 0.2083 359.7917 0.0000 0.0000 0.7577 14.4123 0.6850
4546 0.2083 359.7917 0.0000 0.0000 0.7037 11.6254 1.2105
4647 0.8333 359.1667 0.0000 0.0000 0.8922 11.9610 1.2379
4754 0.2083 359.7917 0.0000 0.0000 0.9166 20.6361 0.7670
4849 0.2083 25.2375 0.0000 334.5542 0.2396 2.0794 0.3408
5051 0.2083 46.6250 0.0000 313.1667 0.5617 5.3675 0.3208
5253 0.2083 359.7917 0.0000 0.0000 0.7411 8.6153 0.5634
5354 0.2083 357.2917 0.0000 2.5000 1.1775 37.8573 0.1106
5462 2.7083 357.2917 0.0000 0.0000 1.3106 49.2024 0.2430
5657 351.6181 8.3819 0.0000 0.0000 0.0152 0.4532 0.0101
5758 287.0833 72.9167 0.0000 0.0000 0.0817 1.3320 0.0154
5859 0.2083 359.7917 0.0000 0.0000 0.1419 0.7067 0.1588
5960 0.2083 359.7917 0.0000 0.0000 0.1096 0.9367 0.1277
6061 0.2083 38.7250 0.0000 321.0667 0.1821 2.9298 0.0710
6162 0.2083 359.7917 0.0000 0.0000 0.5697 8.1678 0.5457
6465 0.2083 359.7917 0.0000 0.0000 0.6043 10.1740 0.9864
6566 0.2083 359.7917 0.0000 0.0000 0.8639 17.9683 0.7150
6667 0.2083 359.7917 0.0000 0.0000 1.0596 42.0898 0.3168
L595 0.8750 359.1250 0.0000 0.0000 1.3607 59.4982 0.2272
L598 1.3333 358.6667 0.0000 0.0000 0.2312 0.5914 0.6324
5556ova 340.8167 11.3558 0.0000 7.8275 0.0776 0.2522 0.2601
5556unda 0.2083 32.4583 0.0000 327.3333 0.1120 0.1135 2.1901
5663ova 338.0833 0.0000 0.0000 21.9167 0.0789 0.3115 0.1756
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1091 1.6089
6364ova 347.2812 0.0000 0.0000 12.7188 0.0602 0.5982 0.0470
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1638 4.3338
6264ova 352.0333 0.0000 0.0000 7.9667 0.0132 0.1569 0.0035
6264und 1.3333 358.6667 0.0000 0.0000 0.3307 0.9322 5.5550
6768ova 320.7500 0.0000 0.0000 39.2500 0.1382 3.7899 0.1852
6768und 6.0417 353.9583 0.0000 0.0000 0.3315 0.9577 2.9889
4950ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4950und 1.0417 358.9583 0.0000 0.0000 0.3144 1.4770 0.2565
5152ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5152und 1.0417 358.9583 0.0000 0.0000 0.4898 2.7084 0.3654
*===========================================*
| 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 0.0584 1260.3892 0.0016 1.0000 0.3039 0.0676 0.1185 12.5364
L2 0.0585 1262.7490 0.0018 1.0000 0.2586 0.0669 0.1386 12.5364
L3 0.0585 1263.5474 0.0020 1.0000 0.1659 0.0832 0.2137 12.5364
L4 0.1103 2382.6055 0.0030 1.0000 0.0808 0.1210 0.4139 12.5364
L5 0.1105 2387.4053 0.0036 1.0000 0.0423 0.2226 0.8826 12.5364
L6 0.1106 2389.1092 0.0046 1.0000 0.0217 0.3263 2.2405 2.9390
L7 0.1106 2390.0272 0.0067 1.0000 0.0055 0.6048 7.4014 2.9254
L8 0.1243 2684.2052 0.0091 1.0000 0.0026 0.8550 15.5307 2.9252
L9 0.1245 2688.4586 0.0031 1.0000 0.2402 0.0389 0.6628 6.2682
L10 0.1246 2690.4743 0.0036 1.0000 0.0464 0.2487 3.4943 6.4842
L11 0.1241 2681.3883 0.0049 1.0000 0.0081 0.4843 6.5024 2.9301
L12 0.1232 2661.6333 0.0054 1.0000 0.0038 0.7750 11.3330 2.9278
L13 0.1691 3652.9469 0.0079 1.0000 0.0036 0.8548 13.6918 2.9305
L14 0.1686 3642.0989 0.0041 1.0000 0.2438 0.1026 0.5800 6.2682
L15 0.1689 3649.2357 0.0045 1.0000 0.1004 0.1037 1.0558 8.3829
L24 0.1690 3649.6904 0.0040 1.0000 0.2289 0.0724 0.5205 8.3576
L25 0.2218 4791.6078 0.0062 1.0000 0.1679 0.1023 0.8032 8.3852
L26 0.2215 4785.0845 0.0054 1.0000 0.2418 0.1086 0.5502 8.3576
L27 0.2220 4795.9161 0.0057 1.0000 0.1304 0.1380 0.8927 4.1788
L28 0.0682 1474.0253 0.0013 1.0000 0.3466 0.0533 0.2196 8.3576
L29 0.1280 2765.4629 0.0024 1.0000 0.2748 0.0716 0.3489 8.3576
L30 0.2173 4694.2955 0.0028 1.0000 0.2282 0.1247 0.8051 8.3576
L31 0.3078 6649.4834 0.0043 1.0000 0.1486 0.1470 1.2627 8.3576
L32 0.3332 7196.0741 0.0039 1.0000 0.2648 0.1671 0.7537 10.4470
L33 0.0189 408.5587 0.0008 1.0000 0.3664 0.0223 0.0917 12.5364
L34 0.3540 7646.1966 0.0040 1.0000 0.0613 0.2024 2.8430 10.4470
L35 0.3555 7678.6569 0.0040 1.0000 0.3179 0.1255 0.9179 10.4470
L36 0.3732 8061.0069 0.0043 1.0000 0.5798 0.0993 0.6643 3.7609
W2637 0.0010 20.8514 0.0001 0.0347 0.0124 0.0013 0.0071 0.1000
L37 0.3760 8122.2713 0.0044 1.0000 0.1685 0.1705 1.3684 3.7609
L38 0.6000 12960.966 0.0091 1.0000 0.1465 0.2076 1.5578 3.7609
L39 -0.6013 -12987.77 0.0090 1.0000 0.0000 0.1881 1.8887 8.3576
L41 0.6069 13108.685 0.0087 1.0000 0.1511 0.2042 2.1678 8.3576
4243 0.6472 13980.414 0.0088 0.9993 0.2210 0.1669 1.7781 5.4069
4344 0.6549 14146.000 0.0087 0.9971 0.2659 0.1569 1.6893 0.0728
6869 1.0047 21701.108 0.0084 0.9859 0.1242 0.3280 3.7899 0.1492
4445 0.6714 14501.712 0.0085 0.9993 0.1337 0.2142 3.1560 4.7310
4546 0.6868 14835.346 0.0085 0.9993 0.3282 0.2123 1.9875 3.3793
4647 0.6880 14860.776 0.0077 0.9978 0.1326 0.2748 2.4514 0.1222
4754 0.6996 15112.147 0.0076 0.9993 0.2652 0.2368 3.5640 3.3793
4849 0.0774 1670.9947 0.0020 0.9993 0.5801 0.0503 0.3115 3.3793
5051 0.1038 2242.6027 0.0030 0.9993 0.8454 0.0947 0.8085 3.3793
5253 0.1121 2422.3889 0.0041 0.9993 0.5892 0.1367 1.3197 2.0276
5354 0.1130 2440.8415 0.0062 0.9992 0.0645 0.2340 6.7742 3.2490
5462 0.8132 17565.591 0.0158 0.9935 0.2184 0.3058 9.7548 0.0805
5657 0.0024 52.1339 0.0003 0.0324 0.0341 0.0003 0.0093 0.0200
5758 0.0024 52.6156 0.0003 0.3345 0.0089 0.0085 0.1329 0.0350
5859 0.0245 529.1430 0.0010 0.9993 0.3625 0.0194 0.0775 4.0551
5960 0.0304 655.7664 0.0009 0.9993 0.3317 0.0155 0.0932 3.3793
6061 0.0304 657.4066 0.0010 0.9992 0.7866 0.0204 0.2419 3.2490
6162 0.0412 890.7608 0.0013 0.9993 0.1751 0.1205 1.3586 3.3793
6465 0.9440 20389.821 0.0078 0.9993 0.3240 0.2292 2.5968 3.3793
6566 0.9438 20385.869 0.0077 0.9992 0.1736 0.3202 4.7549 3.8988
6667 1.0017 21636.218 0.0083 0.9993 0.0434 0.4231 12.1071 5.4069
L595 0.8533 18431.151 0.0352 0.9977 0.1149 0.3752 12.8582 2.1042
L598 0.0306 659.9794 0.0008 0.9968 0.2921 0.0516 0.0989 0.3682
5556ova 0.0081 175.7337 0.0005 0.0857 0.0816 0.0047 0.0100 0.0201
5556unda 0.0193 417.1728 0.0004 0.9993 1.4787 0.0292 0.0188 0.9462
5663ova 0.0119 258.1197 0.0004 0.1017 0.0913 0.0054 0.0181 0.0201
5663und 0.0230 497.7743 0.0003 0.9993 1.2183 0.0343 0.0213 0.9462
6364ova 0.0084 180.6341 0.0006 0.0524 0.0631 0.0019 0.0187 0.0500
6364und 0.0460 994.0276 0.0011 0.9993 1.0341 0.0601 0.0561 0.9462
6264ova 0.0003 7.3067 0.0000 0.0456 0.0300 0.0004 0.0047 0.0200
6264und 0.8529 18422.414 0.0035 0.9968 0.5974 0.1648 0.3401 0.3682
6768ova 0.2258 4876.5527 0.0026 0.2076 0.1403 0.0216 0.5338 0.0200
6768und 0.7784 16813.036 0.0027 0.9859 0.6112 0.1624 0.3827 0.0140
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0269
4950und 0.0775 1673.3629 0.0012 0.9973 1.3922 0.0566 0.2624 0.0122
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0278
5152und 0.1040 2245.6171 0.0019 0.9972 0.7655 0.0901 0.4884 0.2233
FREE # 1 1.0048 21703.512
*===============================================================*
| 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 1.2548 0.0000 1.2388 0.5868 0.7506 103.6387 102.3467 Max Flow
L2 1.2405 0.0000 0.9613 0.5129 0.6361 102.3463 101.1060 Max Flow
L3 1.2184 0.0000 0.4142 0.5087 0.7253 101.1056 100.4326 Max Flow
L4 2.3776 0.0000 0.4599 0.5966 0.9674 100.4320 99.9649 Max Flow
L5 2.3382 0.0000 0.3674 0.5131 0.9683 99.9643 99.5740 Max Flow
L6 2.3319 0.0000 0.0148 0.5925 0.5058 99.5738 99.5870 Max Flow
L7 2.3133 0.0000 0.0009 0.5444 0.4551 99.5869 99.5885 Max Flow
L8 2.6510 0.0000 0.0002 0.5512 0.4726 99.5885 99.5889 Max Flow
L9 2.5863 0.0000 0.1656 0.1940 0.5475 99.5888 99.4039 Max Flow
L10 2.5754 0.0000 0.0453 0.2217 0.1850 98.8874 97.6319 Max Flow
L11 2.5556 0.0000 0.0034 0.5061 0.4637 97.6317 97.6339 Max Flow
L12 2.5259 0.0000 0.0008 0.5796 0.5187 97.6339 97.6347 Max Flow
L13 3.6742 0.0000 0.0014 0.8201 0.7562 97.6345 97.6352 Max Flow
L14 3.6205 0.0000 0.0839 0.3992 0.6446 97.6351 97.5292 Max Flow
L15 3.5858 0.0000 0.2177 0.2963 0.4806 94.9406 94.7007 Max Flow
L24 3.5040 0.0000 0.4645 0.4619 0.6608 94.7002 94.2269 Max Flow
L25 4.7036 0.0000 0.2374 0.4838 0.6348 94.2268 93.8699 Max Flow
L26 4.5148 0.0000 0.4644 0.5938 1.1539 93.8693 93.3252 Max Flow
L27 4.4710 0.0000 0.1040 0.6173 0.5828 93.3247 93.1821 Max Flow
L28 0.9879 0.0000 4.2831 0.2374 0.3246 120.8250 113.9239 Max Flow
L29 1.8662 0.0000 7.9502 0.2944 0.4045 113.9234 105.8826 Max Flow
L30 2.5158 0.0000 3.4965 0.3122 0.4211 105.9221 98.2196 Max Flow
L31 3.6189 0.0000 0.8268 0.4951 0.7196 98.2195 95.8570 Max Flow
L32 3.7156 0.0000 0.8424 0.7152 1.0184 95.8571 94.9823 Max Flow
L33 0.4934 0.0000 0.5388 0.2147 0.3450 97.8926 97.3347 Max Flow
L34 3.9067 0.0000 0.0806 0.3896 0.8815 94.9823 94.9021 Max Flow
L35 3.8935 0.0000 1.1804 0.7173 0.8420 94.9022 93.6752 Max Flow
L36 4.0524 0.0000 0.1256 0.6951 0.6933 93.6752 93.2561 Max Flow
W2637 0.0759 0.0000 0.1887 0.0546 0.1214 93.8693 93.6746 Max Flow
L37 4.2067 0.0000 0.0307 0.5866 0.6954 93.2557 93.2367 Max Flow
L38 7.6488 0.0000 0.0553 0.8513 1.4554 93.2366 93.1780 Max Flow
L39 -0.0162 0.0000 -0.0075 0.0049 0.0157 92.1849 92.1924 Max Flow
L41 7.9397 0.0000 0.3709 0.6690 1.1778 93.0623 92.6956 Max Flow
4243 8.5121 0.0000 0.9160 0.7915 1.1859 92.6955 91.7623 Max Flow
4344 8.3594 0.0000 0.8051 0.7616 1.0670 91.7624 90.9291 Max Flow
6869 6.8372 0.0000 0.1601 0.6634 1.4651 89.3051 89.1451 Max Flow
4445 8.2107 0.0000 0.1190 0.5501 0.8277 90.9294 90.8198 Max Flow
4546 8.1214 0.0000 0.2591 0.9188 1.1168 90.8202 90.5796 Max Flow
4647 7.6846 0.0000 0.0903 0.7704 1.6695 90.5810 90.4783 Max Flow
4754 7.1671 0.0000 0.0526 0.6846 0.9985 90.4799 90.4346 Max Flow
4849 1.5202 0.0000 0.2384 0.2973 0.3790 90.9778 90.7073 Max Flow
5051 2.1473 0.0000 0.2777 0.2253 0.3148 90.6520 90.3635 Max Flow
5253 2.3814 0.0000 0.4304 0.3471 0.3261 90.2682 89.8289 Max Flow
5354 1.8014 0.0000 0.0142 0.1186 0.1949 89.8289 89.8200 Max Flow
5462 6.4331 0.0000 0.0010 0.2525 0.3602 90.9087 90.9082 Max Flow
5657 0.2136 0.0000 0.1639 0.0215 0.0168 99.5472 99.2525 Max Flow
5758 0.1853 0.0000 0.0392 0.0289 0.0218 99.2524 92.6042 Max Flow
5859 0.5511 0.0000 0.6010 0.1444 0.1636 92.6039 91.7979 Max Flow
5960 0.6866 0.0000 0.4894 0.1436 0.1676 91.7976 91.2840 Max Flow
6061 0.6713 0.0000 0.0205 0.1146 0.1234 91.2840 91.0955 Max Flow
6162 0.8276 0.0000 0.1864 0.4958 0.4924 90.9932 89.8168 Max Flow
6465 6.8142 0.0000 0.0935 0.8810 0.9671 89.6388 89.5838 Max Flow
6566 6.7637 0.0000 0.0220 0.9242 1.1564 89.6467 89.6292 Max Flow
6667 6.8731 0.0000 0.0106 0.7127 1.2033 89.6291 89.6190 Max Flow
L595 6.4861 0.0000 0.0003 0.2536 0.3634 90.9081 90.9081 Max Flow
L598 0.6063 0.0864 0.0141 0.2963 0.1940 91.0955 90.9932 Max Flow
5556ova 0.3731 0.0000 0.4468 0.2098 0.1702 100.0210 99.5702 Max Flow
5556unda 0.2243 0.1769 0.2966 0.3372 0.2589 100.0210 99.5472 Max Flow
5663ova 0.3688 0.0000 1.3946 0.1650 0.1464 99.5472 98.1464 Max Flow
5663und 0.2357 0.6036 1.6034 0.3426 0.3750 99.5472 97.3426 Max Flow
6364ova 0.4530 0.0000 7.0539 0.0550 0.0530 97.0658 89.9530 Max Flow
6364und 0.6275 1.5728 6.0819 1.2629 0.3440 97.0129 89.3544 Max Flow
6264ova 0.0215 0.0000 0.0381 0.0065 0.0175 90.9081 90.8665 Max Flow
6264und 3.2150 1.1108 0.1118 0.9784 0.8883 90.9081 89.6856 Max Flow
6768ova 3.4237 0.0000 0.0475 0.1781 0.2476 89.6208 89.5581 Max Flow
6768und 1.9976 0.3772 0.0443 0.7979 0.6197 89.4168 89.0126 Max Flow
4950ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
4950und 0.7565 0.0457 0.0026 0.1864 0.1774 90.7043 90.6521 Max Flow
5152ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5152und 1.0717 0.0799 0.0039 0.2351 0.1936 90.3635 90.2681 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 150.0000 210.0000 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 275.0000 0.0000 85.0000 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 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L14 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 230.0000 130.0000 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 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 320.0000 10.0000 0.0000 0.0000 0.0000 30.0000 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 25.0000 335.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 310.0000 50.0000 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 155.0000 205.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 0.0000 310.0000 30.0000 0.0000 0.0000 0.0000 20.0000 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 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 145.0000 215.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 235.0000 125.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 260.0000 100.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 30.0000 310.0000 15.0000 5.0000 0.0000 0.0000 0.0000 0.0000 None
5354 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5462 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5859 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5960 30.0000 330.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 275.0000 85.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 345.0000 10.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6465 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L598 0.0000 0.0000 300.0000 50.0000 0.0000 0.0000 10.0000 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 20.0000 5.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 340.0000 0.0000 0.0000 0.0000 20.0000 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 5.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 105.0000 0.0000 0.0000 255.0000 0.0000 None
6768ova 10.0000 30.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 85.0000 105.0000 0.0000 35.0000 135.0000 0.0000 None
4950ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950und 0.0000 330.0000 0.0000 15.0000 10.0000 5.0000 0.0000 0.0000 None
5152ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152und 0.0000 0.0000 245.0000 90.0000 0.0000 15.0000 10.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1250 1.0833 0.0000
L2 357.3333 357.3333 0.0000 0.0000
L3 358.7917 358.7917 0.0000 0.0000
L4 325.7417 325.8083 0.0000 0.0000
L5 0.0333 337.1917 0.0000 0.0000
L6 0.0000 342.2292 0.0000 0.0000
L7 0.0000 332.3333 0.0000 0.0000
L8 0.0000 335.1250 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.7083 0.0000 0.0000
L12 0.0000 351.0046 0.0000 0.0000
L13 0.0000 360.0000 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 8.9722 10.0000 0.0000 0.0000
L25 357.4167 357.4167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 129.4583 130.6250 0.0000 0.0000
L29 342.0208 342.0208 0.0000 0.0000
L30 358.8750 358.8750 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 23.2778 23.2778 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 354.0000 0.0000 0.0000
L35 4.3750 4.3750 0.0000 0.0000
L36 45.7569 45.8403 0.1667 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 320.8356 359.0000 0.0000 0.0000
L38 0.0417 3.5417 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 21.6319 33.2708 0.0000 0.0000
4243 268.3750 268.3750 0.1250 0.0000
4344 20.6875 20.8125 0.0417 0.0000
6869 5.0028 22.8431 0.0000 0.0000
4445 305.6667 358.1667 0.0000 0.0000
4546 8.5000 38.3125 0.0000 0.0000
4647 0.0000 23.8958 0.0000 0.0000
4754 3.2083 47.0903 0.0000 0.0000
4849 5.7583 23.3458 0.0000 0.0000
5051 6.0000 34.1667 0.0000 0.0000
5253 11.1319 47.4722 12.0833 0.0000
5354 301.8611 350.4569 0.2083 0.0000
5462 299.0694 357.2917 0.0000 0.0000
5657 346.9167 346.9167 5.0139 0.0000
5758 348.6667 348.6667 0.0000 0.0000
5859 358.4583 358.4583 0.0000 0.0000
5960 294.5833 294.5833 0.0000 0.0000
6061 37.5167 37.5583 0.0000 0.0000
6162 338.4611 351.6389 3.9583 0.0000
6465 197.5667 240.0417 0.3750 0.0000
6566 7.6750 358.6667 0.0000 0.0000
6667 0.2222 352.2500 0.0000 0.0000
L595 236.4583 358.2500 0.0000 0.0000
L598 294.7500 352.5278 1.1667 0.0000
5556ova 343.0403 343.4069 11.8681 0.0000
5556unda 1.7833 5.9250 335.4000 0.0000
5663ova 0.3708 0.3708 0.0000 0.0000
5663und 0.0000 0.0000 335.0000 0.0000
6364ova 0.0000 0.0000 350.2917 0.0000
6364und 309.9722 311.3333 7.7083 0.0000
6264ova 0.0000 0.0000 0.0667 0.0000
6264und 0.6250 300.0417 0.0000 0.0000
6768ova 0.0000 0.0000 299.3750 0.0000
6768und 0.0000 284.8056 0.8333 0.0000
4950ova 0.0000 0.0000 0.0000 0.0000
4950und 0.1667 330.0083 0.0000 0.0000
5152ova 0.0000 0.0000 0.0000 0.0000
5152und 133.3333 332.2569 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 0.3677 1.0912 0.3539 0.0259 1.2307 0.0115 0.0705 1.1278 0.0324 0.7398 11.8417 0.3407 0.7411
L2 0.0000 0.9212 0.0000 0.0000 1.2612 0.0000 0.0000 1.3692 0.0000 0.0000 15.0609 0.0000 0.6823
L3 0.0000 0.5852 0.0000 0.0000 1.2496 0.0000 0.0000 2.1352 0.0000 0.0000 34.1629 0.0000 0.8508
L4 0.2319 0.7151 0.2512 0.0121 2.3690 0.0315 0.0520 3.3129 0.1254 0.8321 53.0069 2.0068 0.9574
L5 0.0000 0.7592 0.0000 0.0000 2.3982 0.0000 0.0000 3.1587 0.0000 0.0000 31.5869 0.0000 0.8413
L6 0.1481 0.7047 0.2183 0.0793 2.2595 0.0676 0.5357 3.2065 0.3095 5.4637 32.7062 3.1568 1.0026
L7 0.0253 0.2311 0.0524 0.0039 2.3887 0.0175 0.1552 10.3362 0.3337 1.6297 108.5302 3.5040 1.5212
L8 0.0101 0.1324 0.0202 0.0008 2.7129 0.0017 0.0801 20.4922 0.0837 0.8011 204.9222 0.8375 1.9937
L9 0.3817 0.6408 0.6140 1.0192 1.5988 0.0676 2.6700 2.4948 0.1102 26.7002 24.9476 1.1015 0.2954
L10 0.2522 0.5451 0.2551 0.1664 2.2708 0.2486 0.6597 4.1660 0.9748 6.5973 41.6599 9.7483 0.5786
L11 0.0512 0.3276 0.1027 0.0397 2.5814 0.0909 0.7742 7.8795 0.8849 12.7750 130.0116 14.6001 1.2403
L12 0.0254 0.1987 0.0516 0.0154 2.6946 0.0273 0.6069 13.5639 0.5281 10.0140 223.8041 8.7138 1.8297
L13 0.0283 0.2404 0.0578 0.0377 3.6271 0.0724 1.3353 15.0889 1.2518 23.3674 264.0562 21.9071 2.4285
L14 0.0000 0.4427 0.8196 0.0000 0.1800 3.5522 0.0000 0.4066 4.3341 0.0000 4.0662 43.3409 0.4156
L15 0.3578 0.8009 0.3289 0.4418 2.9477 0.3400 1.2349 3.6806 1.0338 16.0532 47.8480 13.4391 0.5812
L24 0.1395 0.7974 0.0000 0.0035 3.6939 0.0000 0.0253 4.6326 0.0000 0.5054 92.6518 0.0000 0.6654
L25 0.3601 0.8386 0.3127 0.1979 4.3888 0.2272 0.5495 5.2335 0.7265 8.7923 83.7363 11.6238 0.8275
L26 0.0000 1.1205 0.0000 0.0000 4.6953 0.0000 0.0000 4.1905 0.0000 0.0000 62.8576 0.0000 0.8562
L27 0.0000 0.9831 0.1337 0.0000 4.6348 0.0556 0.0000 4.7143 0.4156 0.0000 68.3572 6.0255 0.9543
L28 0.0000 0.6823 0.0000 0.0000 1.0480 0.0000 0.0000 1.5360 0.0000 0.0000 205.8234 0.0000 0.3892
L29 0.0000 1.0315 0.0000 0.0000 2.0903 0.0000 0.0000 2.0264 0.0000 0.0000 320.1720 0.0000 0.4295
L30 0.0000 0.7277 0.0000 0.0000 2.5904 0.0000 0.0000 3.5598 0.0000 0.0000 533.9645 0.0000 0.5950
L31 0.0000 0.5089 0.0000 0.0000 3.6425 0.0000 0.0000 7.1580 0.0000 0.0000 637.0632 0.0000 0.9110
L32 0.3044 0.9981 0.2926 0.0339 3.6909 0.0141 0.1113 3.6978 0.0482 2.3372 77.6546 1.0128 0.9964
L33 0.1580 0.4435 0.1578 0.0261 0.4616 0.0085 0.1653 1.0410 0.0541 1.6529 10.4097 0.5411 0.3282
L34 0.0838 0.3664 0.2679 0.0105 3.6465 0.2562 0.1254 9.9513 0.9565 2.1951 174.1470 16.7379 0.9221
L35 0.0000 0.7538 0.2826 0.0000 3.9109 0.0073 0.0000 5.1885 0.0260 0.0000 111.5536 0.5587 0.8298
L36 0.1804 0.7160 0.0615 0.0197 4.0345 0.0005 0.1090 5.6348 0.0083 1.9615 101.4273 0.1490 0.8301
W2637 0.2080 0.2575 0.1065 0.0111 0.0861 0.0016 0.0536 0.3342 0.0150 0.5360 3.3420 0.1502 0.1257
L37 0.0846 0.5397 0.0363 0.0520 4.1566 0.0017 0.6149 7.7021 0.0464 14.4494 180.9988 1.0904 1.1133
L38 0.1754 1.0682 0.1058 0.2983 8.1461 0.0180 1.7004 7.6258 0.1700 23.8056 106.7616 2.3794 1.2493
L39 0.0000 0.8448 0.2627 0.0000 8.3451 0.0673 0.0000 9.8778 0.2562 0.0000 98.7776 2.5617 1.0890
L41 0.2945 0.7304 0.2865 0.2347 7.8932 0.1977 0.7971 10.8069 0.6901 43.4419 588.9762 37.6122 1.2086
4243 0.2747 1.1295 0.3550 1.1118 6.7562 0.6867 4.0471 5.9816 1.9342 242.8269 358.8951 116.0524 1.1702
4344 0.4854 1.3223 0.3222 2.1109 5.9954 0.3180 4.3484 4.5341 0.9868 217.4206 226.7041 49.3381 1.0396
6869 0.0000 0.5143 0.0000 0.0000 6.8800 0.0000 0.0000 13.3784 0.0000 0.0000 267.5675 0.0000 1.4688
4445 0.0000 0.5802 0.0000 0.0000 8.3589 0.0000 0.0000 14.4065 0.0000 0.0000 475.4149 0.0000 1.1263
4546 0.5158 1.1091 0.3073 3.7314 4.4271 0.1217 7.2341 3.9915 0.3960 180.8537 99.7875 9.9004 1.4177
4647 0.1919 0.7271 0.2013 0.1059 7.6033 0.1914 0.5518 10.4567 0.9510 11.0364 209.1339 19.0204 1.5947
4754 0.2557 0.4303 0.2580 1.0650 5.0721 1.2053 4.1657 11.7872 4.6708 129.1374 365.4029 144.7962 1.6587
4849 0.0901 0.7465 0.0898 0.0002 1.5445 0.0002 0.0023 2.0690 0.0020 0.0276 24.8283 0.0236 0.4177
5051 0.2696 0.4221 0.0000 0.1352 2.0532 0.0000 0.5014 4.8639 0.0000 9.5262 92.4139 0.0000 0.7032
5253 0.0960 0.3588 0.1283 0.1273 2.1693 0.1590 1.3262 6.0459 1.2393 26.5247 120.9186 24.7867 1.1733
5354 0.0315 0.0572 0.0405 0.1402 1.6848 0.1599 4.4492 29.4547 3.9518 129.0256 854.1865 114.6012 1.5054
5462 0.0675 0.1492 0.0372 0.3589 6.0117 0.1328 5.3140 40.2942 3.5704 63.7679 483.5305 42.8449 1.8161
5657 0.0848 0.4935 0.1320 0.0000 0.2236 0.0000 0.0000 0.4531 0.0000 0.0001 2.7185 0.0003 0.0202
5758 0.0945 0.1589 0.1021 0.0014 0.2064 0.0018 0.0144 1.2993 0.0179 0.7178 64.9630 0.8968 0.0916
5859 0.0000 0.8534 0.0000 0.0000 0.6013 0.0000 0.0000 0.7046 0.0000 0.0000 12.6825 0.0000 0.1851
5960 0.2877 0.7865 0.2542 0.0034 0.7223 0.0014 0.0119 0.9183 0.0054 0.2017 15.6111 0.0923 0.1689
6061 0.1297 0.2538 0.0758 0.0085 0.7125 0.0041 0.0653 2.8076 0.0543 0.7178 30.8834 0.5976 0.2870
6162 0.0657 0.1789 0.0343 0.2839 0.5502 0.0264 4.3216 3.0754 0.7708 129.6490 92.2621 23.1230 1.3565
6465 0.2777 0.6988 0.3652 0.0395 6.5971 0.2138 0.1422 9.4401 0.5854 4.5500 302.0826 18.7323 1.2994
6566 0.0000 0.4018 0.3346 0.0000 4.5256 2.2429 0.0000 11.2629 6.7026 0.0000 394.2011 234.5920 1.6987
6667 0.1344 0.2305 0.1127 2.7693 3.3421 0.7854 20.6112 14.5023 6.9666 1030.5614 725.1137 348.3278 1.9269
L595 0.0631 0.1263 0.0321 0.5091 5.8232 0.1711 8.0649 46.0974 5.3288 48.3894 276.5847 31.9727 2.0695
5556ova 0.1584 1.5373 0.0000 0.0005 0.3807 0.0000 0.0031 0.2477 0.0000 0.0504 3.9627 0.0000 0.1720
5663ova 0.0000 1.1947 0.0440 0.0000 0.3718 0.0000 0.0000 0.3112 0.0000 0.0000 25.8301 0.0008 0.1472
6364ova 0.0665 0.7779 0.0665 0.0000 0.4651 0.0000 0.0001 0.5979 0.0001 0.0102 65.7725 0.0102 0.0610
6264ova 0.0329 0.2408 0.0329 0.0000 0.0279 0.0000 0.0001 0.1157 0.0000 0.0006 1.1569 0.0002 0.0211
6768ova 0.7042 1.0998 0.6811 0.5533 2.3427 0.5912 0.7857 2.1302 0.8680 7.8566 21.3018 8.6800 0.2041
4950ova 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
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
*========================================================*
| 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 0.08664 4.1159 0.03840 4.2410 9.1254 12.903 0.08664 4.1159 0.03840 4.2410 9.1254 12.903 0.0000 0.0000 0.0000 None
L2 0.0000 4.2952 0.0000 4.2952 2.4286 6.4419 0.0000 4.2952 0.0000 4.2952 2.4286 6.4419 0.0000 0.0000 0.0000 None
L3 0.0000 7.7611 0.0000 7.7611 5.1880 10.208 0.0000 7.7611 0.0000 7.7611 5.1880 10.208 0.0000 0.0000 0.0000 None
L4 0.07795 15.309 0.2036 15.591 4.7795 11.714 0.07795 15.309 0.2036 15.591 4.7795 11.714 0.0000 0.0000 0.0000 None
L5 0.0000 12.445 0.0000 12.445 6.8933 13.561 0.0000 12.445 0.0000 12.445 6.8933 13.561 0.0000 0.0000 0.0000 None
L6 2.5105 71.502 2.1380 76.150 6.9647 15.465 2.5105 71.502 2.1380 76.150 6.9647 15.465 0.0000 0.0000 0.0000 None
L7 0.4569 277.47 2.0325 279.96 4.9902 18.956 0.4569 277.47 2.0325 279.96 4.9902 18.956 0.0000 0.0000 0.0000 None
L8 0.1846 621.36 0.3871 621.93 6.2145 26.017 0.1846 621.36 0.3871 621.93 6.2145 26.017 0.0000 0.0000 0.0000 None
L9 8.1858 12.841 0.5432 21.570 3.5815 30.563 8.1858 12.841 0.5432 21.570 3.5815 30.563 0.0000 0.0000 0.0000 None
L10 2.8264 38.570 4.2230 45.619 10.220 23.070 2.8264 38.570 4.2230 45.619 10.220 23.070 0.0000 0.0000 0.0000 None
L11 3.1613 205.76 7.2439 216.17 6.4802 21.637 3.1613 205.76 7.2439 216.17 6.4802 21.637 0.0000 0.0000 0.0000 None
L12 2.4318 425.48 4.3041 432.22 6.6643 22.457 2.4318 425.48 4.3041 432.22 6.6643 22.457 0.0000 0.0000 0.0000 None
L13 5.6128 539.60 10.764 555.98 3.0312 22.404 5.6128 539.60 10.764 555.98 3.0312 22.404 0.0000 0.0000 0.0000 None
L14 0.0000 1.8255 36.022 37.848 4.5295 25.326 0.0000 1.8255 36.022 37.848 4.5295 25.326 0.0000 0.0000 0.0000 None
L15 3.7760 25.192 2.9055 31.873 2.5725 16.736 3.7760 25.192 2.9055 31.873 2.5725 16.736 0.0000 0.0000 0.0000 None
L24 0.02332 24.429 0.0000 24.452 5.1207 17.280 0.02332 24.429 0.0000 24.452 5.1207 17.280 0.0000 0.0000 0.0000 None
L25 1.7922 39.748 2.0577 43.598 3.3248 15.171 1.7922 39.748 2.0577 43.598 3.3248 15.171 0.0000 0.0000 0.0000 None
L26 0.0000 27.032 0.0000 27.032 5.8396 13.659 0.0000 27.032 0.0000 27.032 5.8396 13.659 0.0000 0.0000 0.0000 None
L27 0.0000 68.339 0.8195 69.159 11.399 21.362 0.0000 68.339 0.8195 69.159 11.399 21.362 0.0000 0.0000 0.0000 None
L28 0.0000 6.2138 0.0000 6.2138 27.054 32.946 0.0000 6.2138 0.0000 6.2138 27.054 32.946 0.0000 0.0000 0.0000 None
L29 0.0000 9.2771 0.0000 9.2771 23.782 30.218 0.0000 9.2771 0.0000 9.2771 23.782 30.218 0.0000 0.0000 0.0000 None
L30 0.0000 20.508 0.0000 20.508 26.017 33.983 0.0000 20.508 0.0000 20.508 26.017 33.983 0.0000 0.0000 0.0000 None
L31 0.0000 32.684 0.0000 32.684 21.632 44.698 0.0000 32.684 0.0000 32.684 21.632 44.698 0.0000 0.0000 0.0000 None
L32 0.1877 20.447 0.07817 20.712 8.1668 15.991 0.1877 20.447 0.07817 20.712 8.1668 15.991 0.0000 0.0000 0.0000 None
L33 0.1375 2.4300 0.04495 2.6125 8.0518 18.027 0.1375 2.4300 0.04495 2.6125 8.0518 18.027 0.0000 0.0000 0.0000 None
L34 0.1637 56.767 3.9884 60.919 2.1010 22.915 0.1637 56.767 3.9884 60.919 2.1010 22.915 0.0000 0.0000 0.0000 None
L35 0.0000 16.540 0.03106 16.571 9.0005 29.834 0.0000 16.540 0.03106 16.571 9.0005 29.834 0.0000 0.0000 0.0000 None
L36 0.2435 49.976 .006304 50.226 5.0398 28.175 0.2435 49.976 .006304 50.226 5.0398 28.175 0.0000 0.0000 0.0000 None
W2637 0.08413 0.6495 0.01207 0.7457 8.4471 13.857 0.08413 0.6495 0.01207 0.7457 8.4471 13.857 0.0000 0.0000 0.0000 None
L37 1.6875 134.90 0.05466 136.65 4.9364 18.705 1.6875 134.90 0.05466 136.65 4.9364 18.705 0.0000 0.0000 0.0000 None
L38 5.3726 146.74 0.3240 152.44 20.325 35.864 5.3726 146.74 0.3240 152.44 20.325 35.864 0.0000 0.0000 0.0000 None
L39 0.0000 77.536 0.6253 78.162 21.414 36.548 0.0000 77.536 0.6253 78.162 21.414 36.548 0.0000 0.0000 0.0000 None
L41 2.9251 98.363 2.4638 103.75 20.483 36.003 2.9251 98.363 2.4638 103.75 20.483 36.003 0.0000 0.0000 0.0000 None
4243 11.516 69.980 7.1124 88.608 15.014 40.663 11.516 69.980 7.1124 88.608 15.014 40.663 0.0000 0.0000 0.0000 None
4344 20.141 57.204 3.0337 80.379 16.227 38.485 20.141 57.204 3.0337 80.379 16.227 38.485 0.0000 0.0000 0.0000 None
6869 0.0000 76.849 0.0000 76.849 24.915 41.324 0.0000 76.849 0.0000 76.849 24.915 41.324 0.0000 0.0000 0.0000 None
4445 0.0000 171.57 0.0000 171.57 11.956 30.567 0.0000 171.57 0.0000 171.57 11.956 30.567 0.0000 0.0000 0.0000 None
4546 67.884 80.541 2.2138 150.64 9.3537 25.219 67.884 80.541 2.2138 150.64 9.3537 25.219 0.0000 0.0000 0.0000 None
4647 3.2360 232.32 5.8491 241.40 9.6339 22.261 3.2360 232.32 5.8491 241.40 9.6339 22.261 0.0000 0.0000 0.0000 None
4754 61.239 291.66 69.306 422.20 14.996 37.193 61.239 291.66 69.306 422.20 14.996 37.193 0.0000 0.0000 0.0000 None
4849 .002195 16.332 .001867 16.336 21.534 30.142 .002195 16.332 .001867 16.336 21.534 30.142 0.0000 0.0000 0.0000 None
5051 4.6456 70.566 0.0000 75.211 13.874 23.027 4.6456 70.566 0.0000 75.211 13.874 23.027 0.0000 0.0000 0.0000 None
5253 12.469 212.46 15.570 240.50 8.5969 19.397 12.469 212.46 15.570 240.50 8.5969 19.397 0.0000 0.0000 0.0000 None
5354 63.237 759.97 72.135 895.34 2.8965 34.371 63.237 759.97 72.135 895.34 2.8965 34.371 0.0000 0.0000 0.0000 None
5462 43.813 733.96 16.209 793.98 1.2939 40.002 43.813 733.96 16.209 793.98 1.2939 40.002 0.0000 0.0000 0.0000 None
5657 .60E-05 1.3904 .000036 1.3904 0.09778 29.904 .60E-05 1.3904 .000036 1.3904 0.09778 29.904 0.0000 0.0000 0.0000 None
5758 0.04778 7.2672 0.06445 7.3794 4.6482 20.392 0.04778 7.2672 0.06445 7.3794 4.6482 20.392 0.0000 0.0000 0.0000 None
5859 0.0000 3.1978 0.0000 3.1978 7.4324 12.359 0.0000 3.1978 0.0000 3.1978 7.4324 12.359 0.0000 0.0000 0.0000 None
5960 0.02067 4.3729 .008358 4.4019 7.7555 16.184 0.02067 4.3729 .008358 4.4019 7.7555 16.184 0.0000 0.0000 0.0000 None
6061 0.2544 21.421 0.1237 21.799 13.863 27.911 0.2544 21.421 0.1237 21.799 13.863 27.911 0.0000 0.0000 0.0000 None
6162 28.166 54.578 2.6230 85.366 0.07035 15.020 28.166 54.578 2.6230 85.366 0.07035 15.020 0.0000 0.0000 0.0000 None
6465 0.8942 149.43 4.8422 155.17 28.505 44.531 0.8942 149.43 4.8422 155.17 28.505 44.531 0.0000 0.0000 0.0000 None
6566 0.0000 183.79 91.090 274.88 5.5535 25.067 0.0000 183.79 91.090 274.88 5.5535 25.067 0.0000 0.0000 0.0000 None
6667 204.84 247.20 58.091 510.13 3.5681 42.215 204.84 247.20 58.091 510.13 3.5681 42.215 0.0000 0.0000 0.0000 None
L595 80.298 918.46 26.993 1025.8 0.07450 41.675 80.298 918.46 26.993 1025.8 0.07450 41.675 0.0000 0.0000 0.0000 None
5556ova .003108 2.3729 0.0000 2.3761 8.8139 11.967 .003108 2.3729 0.0000 2.3761 8.8139 11.967 0.0000 0.0000 0.0000 None
5663ova 0.0000 2.8944 .33E-05 2.8944 9.1019 12.901 0.0000 2.8944 .33E-05 2.8944 9.1019 12.901 0.0000 0.0000 0.0000 None
6364ova .000025 1.8534 .000025 1.8534 0.09695 9.9031 .000025 1.8534 .000025 1.8534 0.09695 9.9031 0.0000 0.0000 0.0000 None
6264ova .000021 0.2882 .53E-05 0.2883 44.488 55.028 .000021 0.2882 .53E-05 0.2883 44.488 55.028 0.0000 0.0000 0.0000 None
6768ova 8.5761 36.314 9.1635 54.054 23.401 50.745 8.5761 36.314 9.1635 54.054 23.401 50.745 0.0000 0.0000 0.0000 None
4950ova 0.0000 0.0000 0.0000 0.0000 18.400 18.400 0.0000 0.0000 0.0000 0.0000 18.400 18.400 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 103.6414 102.3505 10.5000 11.7000 2.5746 2.5746 1.7000 1.2028 1.2028 0.8000 3.7774 3.7774
L2 102.3504 101.1123 11.0000 4.2000 1.7714 1.7714 2.7000 2.2419 2.2419 2.3000 4.0133 4.0133
L3 101.1123 100.4370 16.0000 7.4000 2.2120 2.2120 2.6000 2.8075 2.8075 3.3000 5.0195 5.0195
L4 100.4370 99.9732 16.0000 6.5000 1.7205 1.7205 1.3000 5.2141 5.2141 4.2000 6.9346 6.9346
L5 99.9732 99.5765 10.0000 11.5000 4.6067 4.6067 5.5000 2.0605 2.0605 2.4000 6.6672 6.6672
L6 99.5765 99.5906 10.2000 12.1000 5.1353 5.1353 2.6000 3.3649 3.3649 1.9000 8.5002 8.5002
L7 99.5906 99.5929 10.5000 11.9000 6.9098 6.9098 6.0000 7.0562 7.0562 5.1000 13.9660 13.9660
L8 99.5928 99.5935 10.0000 14.5000 8.2855 8.2855 7.6000 11.5167 11.5167 10.8000 19.8022 19.8022
L9 99.5935 99.4066 10.0000 27.5000 23.9185 23.9185 8.2000 3.0627 3.0627 2.2000 26.9812 26.9812
L10 98.8921 97.6344 10.0000 19.7000 9.4804 9.4804 7.2000 3.3696 3.3696 0.0000 12.8500 12.8500
L11 97.6344 97.6362 16.5000 12.9000 6.4198 6.4198 3.5000 8.7369 8.7369 5.4000 15.1568 15.1568
L12 97.6362 97.6369 16.5000 15.0000 8.3357 8.3357 6.0000 7.4571 7.4571 5.5000 15.7928 15.7928
L13 97.6369 97.6379 17.5000 12.5000 9.4688 9.4688 4.6000 9.9039 9.9039 5.5000 19.3727 19.3727
L14 97.6379 97.5297 10.0000 5.0000 0.4705 0.4705 0.6000 20.3255 20.3255 1.4000 20.7960 20.7960
L15 94.9503 94.7165 13.0000 6.5000 3.9275 3.9275 0.0000 10.2362 10.2362 6.5000 14.1637 14.1637
L24 94.7165 94.2329 20.0000 16.8000 11.6793 11.6793 11.2000 0.4796 0.4796 0.8000 12.1589 12.1589
L25 94.2329 93.8847 16.0000 4.7000 1.3752 1.3752 0.0000 10.4714 10.4714 7.9000 11.8466 11.8466
L26 93.8847 93.3385 15.0000 7.8000 1.9604 1.9604 2.6000 5.8593 5.8593 7.2000 7.8198 7.8198
L27 93.3385 93.2689 14.5000 13.7000 2.3013 2.3013 3.4000 7.6624 7.6624 5.1000 9.9636 9.9636
L28 120.8344 113.9377 134.0000 31.0000 3.9462 3.9462 11.0000 1.9462 1.9462 19.0000 5.8924 5.8924
L29 113.9377 105.9289 158.0000 28.5000 4.7180 4.7180 16.5000 1.7180 1.7180 19.5000 6.4360 6.4360
L30 105.9289 98.2229 150.0000 32.0000 5.9832 5.9832 12.0000 1.9832 1.9832 17.0000 7.9664 7.9664
L31 98.2229 95.8594 89.0000 30.0000 8.3683 8.3683 10.0000 14.6983 14.6983 19.0000 23.0666 23.0666
L32 95.8594 94.9831 21.0000 13.6000 5.4332 5.4332 4.3000 2.3911 2.3911 1.9000 7.8243 7.8243
L33 97.8932 97.3352 10.0000 13.8000 5.7482 5.7482 2.0000 4.2270 4.2270 3.0000 9.9753 9.9753
L34 94.9831 94.9032 17.5000 16.7000 14.5990 14.5990 12.7000 6.2150 6.2150 3.8000 20.8140 20.8140
L35 94.9032 93.6753 21.5000 11.0000 1.9995 1.9995 2.0000 18.8338 18.8338 18.4000 20.8333 20.8333
L36 93.6753 93.2845 18.0000 6.8000 1.7602 1.7602 1.1000 21.3755 21.3755 21.1000 23.1357 23.1357
W2637 93.8847 93.6910 10.0000 9.3000 0.8529 0.8529 0.0000 4.5572 4.5572 3.9000 5.4101 5.4101
L37 93.2845 93.2689 23.5000 11.3000 6.3636 6.3636 4.1000 7.4055 7.4055 6.8000 13.7691 13.7691
L38 93.2689 93.2056 14.0000 30.6000 10.2746 10.2746 5.1000 5.2645 5.2645 4.2000 15.5391 15.5391
L39 93.0837 93.2056 10.0000 30.7000 9.2861 9.2861 9.7000 5.8478 5.8478 4.8000 15.1339 15.1339
L41 93.0837 92.6989 54.5000 32.5000 12.0168 12.0168 10.3000 3.5026 3.5026 2.0000 15.5193 15.5193
4243 92.6989 91.7638 60.0000 31.0000 15.9862 15.9862 1.5000 9.6631 9.6631 5.0000 25.6493 25.6493
4344 91.7638 91.0064 50.0000 32.0000 15.7731 15.7731 2.0000 6.4853 6.4853 3.4000 22.2584 22.2584
6869 89.3089 89.1487 20.0000 36.0000 11.0853 11.0853 13.2000 5.3244 5.3244 5.8000 16.4097 16.4097
4445 91.0065 90.9678 33.0000 26.4000 14.4435 14.4435 21.8000 4.1672 4.1672 8.0000 18.6107 18.6107
4546 90.9678 90.9325 25.0000 22.1000 12.7463 12.7463 1.7000 3.1192 3.1192 2.0000 15.8654 15.8654
4647 90.9325 90.9175 20.0000 11.8000 2.1661 2.1661 0.6000 10.4612 10.4612 7.8000 12.6273 12.6273
4754 90.9175 90.9120 31.0000 28.6000 13.6036 13.6036 7.1000 8.5930 8.5930 1.4000 22.1966 22.1966
4849 90.9801 90.9137 12.0000 26.3000 4.7663 4.7663 4.6000 3.8419 3.8419 3.7000 8.6081 8.6081
5051 90.9124 90.9121 19.0000 21.4000 7.5260 7.5260 6.1000 1.6271 1.6271 5.4600 9.1531 9.1531
5253 90.9118 90.9119 20.0000 14.4000 5.8031 5.8031 2.8000 4.9965 4.9965 2.7700 10.7996 10.7996
5354 90.9119 90.9120 29.0000 30.3000 27.4035 27.4035 20.1000 4.0711 4.0711 0.0000 31.4746 31.4746
5462 90.9120 90.9116 12.0000 13.9000 12.6061 12.6061 2.9000 26.1024 26.1024 20.0000 38.7085 38.7085
5657 99.5475 99.2538 6.0000 29.9000 29.8022 29.8022 29.8000 0.0043 0.0043 0.0000 29.8065 29.8065
5758 99.2538 92.6117 50.0000 20.0000 15.3518 15.3518 15.0000 0.3915 0.3915 0.0000 15.7433 15.7433
5859 92.6117 91.8017 18.0000 8.4000 0.9676 0.9676 2.3000 3.9588 3.9588 5.5000 4.9264 4.9264
5960 91.8017 91.2877 17.0000 10.1000 2.3445 2.3445 2.0000 6.0844 6.0844 5.9000 8.4289 8.4289
6061 91.2877 91.1426 11.0000 25.0000 11.1374 11.1374 10.4000 2.9113 2.9113 1.5000 14.0488 14.0488
6162 91.0120 90.9116 30.0000 9.3000 9.2296 9.2296 1.3000 5.7201 5.7201 2.0000 14.9497 The text continues on section 5.