Original source · versioned page text
e100y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:11.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 100.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
2 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
3 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
5 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
9 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
11 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
13 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
15 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
17 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
19 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
21 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
23 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
25 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
27 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
29 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
31 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
33 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
35 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
39 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
40 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
41 N47#1 N47 7.0000 .10000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N47#2 N47 29.000 .44000 0.1010.000 0.025 0.100 0.000 0.000 0.00
43 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
45 N50#1 N50 37.000 1.0900 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N50#2 N50 39.000 .60000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
47 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N55#1 0.1000 2.0000 2.0000
2 N55#2 0.1000 2.0000 2.0000
3 N56#1 0.1000 2.0000 2.0000
4 N56#2 0.1000 2.0000 2.0000
5 N58#1 0.1000 2.0000 2.0000
6 N58#2 0.1000 2.0000 2.0000
7 N59#1 0.1000 2.0000 2.0000
8 N59#2 0.1000 2.0000 2.0000
9 N61#1 0.1000 2.0000 2.0000
10 N61#2 0.1000 2.0000 2.0000
11 N1#1 0.1000 2.0000 2.0000
12 N1#2 0.1000 2.0000 2.0000
13 N4#1 0.1000 2.0000 2.0000
14 N4#2 0.1000 2.0000 2.0000
15 N8#1 0.1000 2.0000 2.0000
16 N8#2 0.1000 2.0000 2.0000
17 N13#1 0.1000 2.0000 2.0000
18 N13#2 0.1000 2.0000 2.0000
19 N25#1 0.1000 2.0000 2.0000
20 N25#2 0.1000 2.0000 2.0000
21 N28#1 0.1000 2.0000 2.0000
22 N28#2 0.1000 2.0000 2.0000
23 N29#1 0.1000 2.0000 2.0000
24 N29#2 0.1000 2.0000 2.0000
25 N30#1 0.1000 2.0000 2.0000
26 N30#2 0.1000 2.0000 2.0000
27 N31#1 0.1000 2.0000 2.0000
28 N31#2 0.1000 2.0000 2.0000
29 N32#1 0.1000 2.0000 2.0000
30 N32#2 0.1000 2.0000 2.0000
31 N33#1 0.1000 2.0000 2.0000
32 N33#2 0.1000 2.0000 2.0000
33 N36#1 0.1000 2.0000 2.0000
34 N36#2 0.1000 2.0000 2.0000
35 N42#1 0.1000 2.0000 2.0000
36 N42#2 0.1000 2.0000 2.0000
37 N44#1 0.1000 2.0000 2.0000
38 N44#2 0.1000 2.0000 2.0000
39 N45#1 0.1000 2.0000 2.0000
40 N45#2 0.1000 2.0000 2.0000
41 N47#1 0.1000 2.0000 2.0000
42 N47#2 0.1000 2.0000 2.0000
43 N48#1 0.1000 2.0000 2.0000
44 N48#2 0.1000 2.0000 2.0000
45 N50#1 0.1000 2.0000 2.0000
46 N50#2 0.1000 2.0000 2.0000
47 N52#1 0.1000 2.0000 2.0000
48 N52#2 0.1000 2.0000 2.0000
49 N63#1 0.1000 2.0000 2.0000
50 N63#2 0.1000 2.0000 2.0000
51 N64#1 0.1000 2.0000 2.0000
52 N64#2 0.1000 2.0000 2.0000
53 N66#1 0.1000 2.0000 2.0000
54 N66#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.19
Pervious Area (hectares)........ 24.91
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.40
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N55 N56 N58 N59 N61 N1
N4 N8 N13 N25 N28 N29
N30 N31 N32 N33 N36 N42
N44 N45 N47 N48 N50 N52
N63 N64 N66
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N55#1 2304 456 N55#2 2263 425 N56#1 1340 360
N56#2 2249 427 N58#1 1344 360 N58#2 2246 426
N59#1 1368 360 N59#2 2281 423 N61#1 1364 360
N61#2 2280 424 N1#1 1340 360 N1#2 2155 561
N4#1 1236 360 N4#2 2492 656 N8#1 1372 360
N8#2 2695 717 N13#1 1340 360 N13#2 2624 704
N25#1 1344 360 N25#2 2250 426 N28#1 1360 360
N28#2 2129 431 N29#1 1336 360 N29#2 2184 548
N30#1 1336 360 N30#2 2432 720 N31#1 1344 360
N31#2 2666 718 N32#1 1364 360 N32#2 1352 360
N33#1 1364 360 N33#2 2279 425 N36#1 1364 360
N36#2 2276 424 N42#1 1348 360 N42#2 2254 426
N44#1 1348 360 N44#2 2258 426 N45#1 1352 360
N45#2 2237 427 N47#1 910 190 N47#2 2204 428
N48#1 1300 360 N48#2 2158 430 N50#1 1332 360
N50#2 2283 421 N52#1 1368 360 N52#2 2283 425
N63#1 1356 360 N63#2 2279 425 N64#1 1340 360
N64#2 2246 426 N66#1 1340 360 N66#2 2253 427
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 100.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 4.110000E+04 100.000
Total Infiltration 5.136664E+02 1.250
Total Evaporation 5.002044E+00 0.012
Surface Runoff from Watersheds 4.040262E+04 98.303
Total Water remaining in Surface Storage 1.957730E+02 0.476
Infiltration over the Pervious Area... 5.136664E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 4.111706E+04 100.042
Total Precipitation + Initial Storage. 4.110000E+04 100.000
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............... -0.0415
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 4.040262E+04 98.303
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 4.039229E+04 98.278
Initial Storage + Inflow.................... 4.040262E+04 98.303
Final Storage + Outflow + Diverted GW....... 4.039229E+04 98.278
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0256
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N55#1 N55#2 N56#1 N56#2 N58#1 N58#2
Area (hectares)........ 0.60001 0.61001 0.21000 0.21000 0.42001 0.43001
Percent Impervious..... 1.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 97.69708 97.88462 0.00000 97.81063 0.00000 97.84139
Total Losses (mm)...... 2.03892 2.02748 0.00000 2.03390 0.00000 2.03175
Remaining Depth (mm)... 0.26400 0.08790 0.00000 0.15546 0.00000 0.12687
Peak Runoff Rate (cms). 0.32650 0.38797 0.00000 0.12541 0.00000 0.26334
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.08419 100.20418 99.97096 100.14348 99.98575 100.16558
Peak Runoff Rate (cms). 0.00434 0.00046 0.13987 0.00016 0.28381 0.00032
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.08419 100.20418 99.97096 100.14348 99.98575 100.16558
Peak Runoff Rate (cms). 0.00434 0.00046 0.13987 0.00016 0.28381 0.00032
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 97.72095 97.88693 99.97096 97.81297 99.98575 97.84371
Peak Runoff Rate (cms). 0.33084 0.38844 0.13987 0.12557 0.28381 0.26366
Unit Runoff (mm/hr).... 200.15888 231.15407 241.77830 217.05056 245.29862 222.58248
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N59#1 N59#2 N61#1 N61#2 N1#1 N1#2
Area (hectares)........ 0.12000 0.13000 0.20000 0.20000 0.23001 2.33005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.95973 0.00000 97.93704 0.00000 97.74784
Total Losses (mm)...... 0.00000 2.01094 0.00000 2.01810 0.00000 2.03708
Remaining Depth (mm)... 0.00000 0.02933 0.00000 0.04485 0.00000 0.21509
Peak Runoff Rate (cms). 0.00000 0.08898 0.00000 0.13379 0.00000 1.19484
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.04997 100.26877 100.03398 100.25721 99.97244 100.13232
Peak Runoff Rate (cms). 0.08569 0.00010 0.14134 0.00015 0.15341 0.16852
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.04997 100.26877 100.03398 100.25721 99.97244 100.13232
Peak Runoff Rate (cms). 0.08569 0.00010 0.14134 0.00015 0.15341 0.16852
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) 100.04997 97.96204 100.03398 97.93936 99.97244 97.98629
Peak Runoff Rate (cms). 0.08569 0.08908 0.14134 0.13395 0.15341 1.36336
Unit Runoff (mm/hr).... 259.20726 248.73169 256.53567 243.11856 242.12452 212.40598
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N4#1 N4#2 N8#1 N8#2 N13#1 N13#2
Area (hectares)........ 0.67001 1.57003 0.06000 0.54001 0.71002 1.33003
Percent Impervious..... 100.00000 30.00000 100.00000 45.00000 100.00000 35.00000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.86579 0.00000 97.90349 0.00000 97.85138
Total Losses (mm)...... 0.00000 2.02958 0.00000 2.02486 0.00000 2.03091
Remaining Depth (mm)... 0.00000 0.10463 0.00000 0.07165 0.00000 0.11771
Peak Runoff Rate (cms). 0.00000 0.68800 0.00000 0.19244 0.00000 0.53447
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.75009 100.08666 100.06202 100.06526 99.96948 100.06948
Peak Runoff Rate (cms). 0.37408 0.34000 0.04307 0.17464 0.47222 0.33495
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.75009 100.08666 100.06202 100.06526 99.96948 100.06948
Peak Runoff Rate (cms). 0.37408 0.34000 0.04307 0.17464 0.47222 0.33495
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) 99.75009 98.53205 100.06202 98.87629 99.96948 98.62771
Peak Runoff Rate (cms). 0.37408 1.02800 0.04307 0.36708 0.47222 0.86943
Unit Runoff (mm/hr).... 202.67536 237.68616 260.59552 246.75964 241.43331 237.29705
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N25#1 N25#2 N28#1 N28#2 N29#1 N29#2
Area (hectares)........ 1.13002 1.13002 0.12000 2.87006 0.25001 2.24005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.84603 0.00000 97.51019 0.00000 97.79332
Total Losses (mm)...... 0.00000 2.03137 0.00000 2.04315 0.00000 2.03491
Remaining Depth (mm)... 0.00000 0.12260 0.00000 0.44665 0.00000 0.17177
Peak Runoff Rate (cms). 0.00000 0.69475 0.00000 1.40316 0.00000 1.18878
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.98653 100.16928 100.02313 100.04802 99.96356 100.13891
Peak Runoff Rate (cms). 0.76418 0.00085 0.08405 0.00209 0.16533 0.16202
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.98653 100.16928 100.02313 100.04802 99.96356 100.13891
Peak Runoff Rate (cms). 0.76418 0.00085 0.08405 0.00209 0.16533 0.16202
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) 99.98653 97.84835 100.02313 97.51273 99.96356 98.02787
Peak Runoff Rate (cms). 0.76418 0.69560 0.08405 1.40525 0.16533 1.35080
Unit Runoff (mm/hr).... 245.48762 223.45442 254.26402 177.73886 240.06524 218.90352
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N30#1 N30#2 N31#1 N31#2 N32#1 N32#2
Area (hectares)........ 0.40001 3.58008 1.00002 2.72006 0.50001 0.50001
Percent Impervious..... 100.00000 10.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 93.46289 0.00000 97.83547 0.00000 97.95607
Total Losses (mm)...... 0.00000 2.05020 0.00000 2.03221 0.00000 2.01229
Remaining Depth (mm)... 0.00000 4.48691 0.00000 0.13233 0.00000 0.03163
Peak Runoff Rate (cms). 0.00000 0.70615 0.00000 1.07849 0.00000 0.34131
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.96356 100.01129 99.98204 100.06508 100.04040 0.00000
Peak Runoff Rate (cms). 0.26453 0.24805 0.67329 0.68414 0.35498 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.96356 100.01129 99.98204 100.06508 100.04040 0.00000
Peak Runoff Rate (cms). 0.26453 0.24805 0.67329 0.68414 0.35498 0.01005
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) 99.96356 94.11773 99.98204 98.61583 100.04040 97.95607
Peak Runoff Rate (cms). 0.26453 0.95420 0.67329 1.76263 0.35498 0.34131
Unit Runoff (mm/hr).... 240.06524 96.75376 244.40609 235.23565 257.71647 247.79598
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N33#1 N33#2 N36#1 N36#2 N42#1 N42#2
Area (hectares)........ 0.41001 0.41001 0.36001 0.37001 0.67001 0.67001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.91345 0.00000 97.94397 0.00000 97.85767
Total Losses (mm)...... 0.00000 2.02320 0.00000 2.01620 0.00000 2.03036
Remaining Depth (mm)... 0.00000 0.06336 0.00000 0.03982 0.00000 0.11197
Peak Runoff Rate (cms). 0.00000 0.26794 0.00000 0.24926 0.00000 0.41606
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.04049 100.23442 100.03398 100.26251 99.98956 100.17904
Peak Runoff Rate (cms). 0.29110 0.00031 0.25441 0.00029 0.45446 0.00050
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.04049 100.23442 100.03398 100.26251 99.98956 100.17904
Peak Runoff Rate (cms). 0.29110 0.00031 0.25441 0.00029 0.45446 0.00050
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) 100.04049 97.91577 100.03398 97.94629 99.98956 97.85999
Peak Runoff Rate (cms). 0.29110 0.26825 0.25441 0.24954 0.45446 0.41657
Unit Runoff (mm/hr).... 257.73327 237.50340 256.53567 244.82587 246.22566 225.69376
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N44#1 N44#2 N45#1 N45#2 N47#1 N47#2
Area (hectares)........ 0.31001 0.32001 0.13000 0.37001 0.01000 0.44001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.87500 0.00000 97.79370 0.00000 97.73828
Total Losses (mm)...... 0.00000 2.02861 0.00000 2.03489 0.00000 2.03746
Remaining Depth (mm)... 0.00000 0.09639 0.00000 0.17141 0.00000 0.22426
Peak Runoff Rate (cms). 0.00000 0.20177 0.00000 0.21803 0.00000 0.24872
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.99363 100.19480 100.00264 100.13294 100.13810 100.10490
Peak Runoff Rate (cms). 0.21112 0.00024 0.08932 0.00028 0.00723 0.00032
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.99363 100.19480 100.00264 100.13294 100.13810 100.10490
Peak Runoff Rate (cms). 0.21112 0.00024 0.08932 0.00028 0.00723 0.00032
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 99.99363 97.87732 100.00264 97.79604 100.13810 97.74065
Peak Runoff Rate (cms). 0.21112 0.20201 0.08932 0.21830 0.00723 0.24905
Unit Runoff (mm/hr).... 247.21727 229.15655 249.42181 214.17262 262.56007 205.46464
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.09002 0.06000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.56824 0.00000 98.00793 0.00000 97.92315
Total Losses (mm)...... 0.00000 2.04212 0.00000 1.98357 0.00000 2.02132
Remaining Depth (mm)... 0.00000 0.38964 0.00000 0.00850 0.00000 0.05552
Peak Runoff Rate (cms). 0.00000 0.85458 0.00000 0.04262 0.00000 0.11876
Total Impervious Area
---------------------
Total Runoff Depth (mm) 99.88170 100.05810 99.94352 100.14851 100.05306 100.24430
Peak Runoff Rate (cms). 1.04624 0.00123 0.70748 0.00005 0.12158 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 99.88170 100.05810 99.94352 100.14851 100.05306 100.24430
Peak Runoff Rate (cms). 1.04624 0.00123 0.70748 0.00005 0.12158 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) 99.88170 97.57073 99.94352 98.01007 100.05306 97.92548
Peak Runoff Rate (cms). 1.04624 0.85582 0.70748 0.04267 0.12158 0.11889
Unit Runoff (mm/hr).... 223.40581 183.82497 235.61382 258.14566 259.61530 239.77021
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).... 100.00000 100.00000 100.00000 100.00000 100.00000 100.00000
Max Intensity (mm/hr).. 260.40000 260.40000 260.40000 260.40000 260.40000 260.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 97.90883 0.00000 97.83893 0.00000 97.81520
Total Losses (mm)...... 0.00000 2.02400 0.00000 2.03194 0.00000 2.03362
Remaining Depth (mm)... 0.00000 0.06718 0.00000 0.12913 0.00000 0.15118
Peak Runoff Rate (cms). 0.00000 0.27976 0.00000 0.45837 0.00000 0.71326
Total Impervious Area
---------------------
Total Runoff Depth (mm) 100.01745 100.22961 99.97499 100.16366 99.96800 100.14651
Peak Runoff Rate (cms). 0.29269 0.00033 0.49481 0.00056 0.79698 0.00089
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 100.01745 100.22961 99.97499 100.16366 99.96800 100.14651
Peak Runoff Rate (cms). 0.29269 0.00033 0.49481 0.00056 0.79698 0.00089
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) 100.01745 97.91115 99.97499 97.84125 99.96800 97.81753
Peak Runoff Rate (cms). 0.29269 0.28009 0.49481 0.45893 0.79698 0.71415
Unit Runoff (mm/hr).... 252.97368 236.44777 242.72547 222.12428 241.08953 217.84642
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
400.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
320.000 = =
| |
| |
| |
| |
| |
| |
| ##### |
| # # |
| # # |
240.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | # # |
| ###### # # |
MM/HR | # # # # |
| # # # # |
| # # # # |
160.000 = # # # # =
| # # # # |
| # # # # |
| # ##### # |
| # # |
| # ##### |
| # ##### |
| # # |
| # # |
| ##### # |
80.000 = # # =
| # ##### |
| # ###### |
| # # |
##### # |
# ######### |
# # |
# ##### |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 4950
=====================================================
Cross-Section ID (from X1 card) : 42.0 Channel sequence number : 42
Left Overbank Length : 6.0 meters. Maximum Elevation : 92.78 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.36 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 39.73 m^2.
Maximum hydraulic radius : 0.94 meters.
Manning N : 0.050 to Station 18.0 Max Topwidth : 41.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.21E+01 m
" " : 0.050 Beyond Station 23.7 Max left bank area : 11.98 m^2
Max right bank area : 14.52 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 13.22 m^2
Natural Cross-Section information for Channel 5051
=====================================================
Cross-Section ID (from X1 card) : 43.0 Channel sequence number : 43
Left Overbank Length : 19.0 meters. Maximum Elevation : 92.23 meters.
Main Channel Length : 19.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 19.0 meters. Maximum Section Area : 27.18 m^2.
Maximum hydraulic radius : 1.15 meters.
Manning N : 0.050 to Station 16.8 Max Topwidth : 23.25 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 25.0 Max left bank area : 5.64 m^2
Max right bank area : 6.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.29 m^2
Natural Cross-Section information for Channel 5152
=====================================================
Cross-Section ID (from X1 card) : 44.0 Channel sequence number : 44
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.98 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 26.89 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.050 to Station 15.6 Max Topwidth : 24.63 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.51E+01 m
" " : 0.050 Beyond Station 19.6 Max left bank area : 7.85 m^2
Max right bank area : 11.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.96 m^2
Natural Cross-Section information for Channel 5253
=====================================================
Cross-Section ID (from X1 card) : 45.0 Channel sequence number : 45
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.71 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 25.21 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.060 to Station 11.6 Max Topwidth : 25.39 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.58E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 5.11 m^2
Max right bank area : 8.23 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.87 m^2
Natural Cross-Section information for Channel 5354
=====================================================
Cross-Section ID (from X1 card) : 46.0 Channel sequence number : 46
Left Overbank Length : 29.0 meters. Maximum Elevation : 91.85 meters.
Main Channel Length : 29.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 29.0 meters. Maximum Section Area : 71.49 m^2.
Maximum hydraulic radius : 1.96 meters.
Manning N : 0.050 to Station 10.2 Max Topwidth : 34.55 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.65E+01 m
" " : 0.050 Beyond Station 30.3 Max left bank area : 13.94 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 49.45 m^2
Natural Cross-Section information for Channel 5462
=====================================================
Cross-Section ID (from X1 card) : 47.0 Channel sequence number : 47
Left Overbank Length : 12.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5657
=====================================================
Cross-Section ID (from X1 card) : 48.0 Channel sequence number : 48
Left Overbank Length : 6.0 meters. Maximum Elevation : 99.93 meters.
Main Channel Length : 6.0 meters. Maximum depth : 0.40 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 11.80 m^2.
Maximum hydraulic radius : 0.39 meters.
Manning N : 0.020 to Station 0.1 Max Topwidth : 29.97 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 3.06E+01 m
" " : 0.020 Beyond Station 29.9 Max left bank area : 0.02 m^2
Max right bank area : 0.02 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.77 m^2
Natural Cross-Section information for Channel 5758
=====================================================
Cross-Section ID (from X1 card) : 49.0 Channel sequence number : 49
Left Overbank Length : 50.0 meters. Maximum Elevation : 96.33 meters.
Main Channel Length : 50.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 8.48 m^2.
Maximum hydraulic radius : 0.44 meters.
Manning N : 0.035 to Station 5.0 Max Topwidth : 19.25 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.94E+01 m
" " : 0.035 Beyond Station 20.0 Max left bank area : 0.52 m^2
Max right bank area : 0.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.42 m^2
Natural Cross-Section information for Channel 5859
=====================================================
Cross-Section ID (from X1 card) : 50.0 Channel sequence number : 50
Left Overbank Length : 18.0 meters. Maximum Elevation : 93.06 meters.
Main Channel Length : 18.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 8.33 m^2.
Maximum hydraulic radius : 0.50 meters.
Manning N : 0.080 to Station 6.1 Max Topwidth : 16.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 1.66E+01 m
" " : 0.080 Beyond Station 13.9 Max left bank area : 1.18 m^2
Max right bank area : 0.46 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.69 m^2
Natural Cross-Section information for Channel 5960
=====================================================
Cross-Section ID (from X1 card) : 51.0 Channel sequence number : 51
Left Overbank Length : 17.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 10.75 m^2.
Maximum hydraulic radius : 0.70 meters.
Manning N : 0.060 to Station 8.1 Max Topwidth : 15.19 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.54E+01 m
" " : 0.060 Beyond Station 16.0 Max left bank area : 2.03 m^2
Max right bank area : 1.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.48 m^2
Natural Cross-Section information for Channel 6061
=====================================================
Cross-Section ID (from X1 card) : 52.0 Channel sequence number : 52
Left Overbank Length : 17.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 17.0 meters. Maximum depth : 1.00 meters.
Right Overbank Length : 17.0 meters. Maximum Section Area : 16.68 m^2.
Maximum hydraulic radius : 0.72 meters.
Manning N : 0.050 to Station 14.6 Max Topwidth : 22.60 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.32E+01 m
" " : 0.050 Beyond Station 26.5 Max left bank area : 1.86 m^2
Max right bank area : 3.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.29 m^2
Natural Cross-Section information for Channel 6162
=====================================================
Cross-Section ID (from X1 card) : 53.0 Channel sequence number : 53
Left Overbank Length : 30.0 meters. Maximum Elevation : 91.94 meters.
Main Channel Length : 30.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 30.0 meters. Maximum Section Area : 17.83 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.100 to Station 8.0 Max Topwidth : 15.09 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.100 Beyond Station 11.3 Max left bank area : 9.45 m^2
Max right bank area : 3.19 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 5.20 m^2
Natural Cross-Section information for Channel 6465
=====================================================
Cross-Section ID (from X1 card) : 54.0 Channel sequence number : 54
Left Overbank Length : 32.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 32.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 32.0 meters. Maximum Section Area : 36.81 m^2.
Maximum hydraulic radius : 0.91 meters.
Manning N : 0.050 to Station 29.2 Max Topwidth : 39.74 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 4.06E+01 m
" " : 0.050 Beyond Station 42.4 Max left bank area : 7.10 m^2
Max right bank area : 5.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 23.97 m^2
Natural Cross-Section information for Channel 6566
=====================================================
Cross-Section ID (from X1 card) : 55.0 Channel sequence number : 55
Left Overbank Length : 35.0 meters. Maximum Elevation : 90.35 meters.
Main Channel Length : 35.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 35.0 meters. Maximum Section Area : 33.29 m^2.
Maximum hydraulic radius : 1.19 meters.
Manning N : 0.060 to Station 4.6 Max Topwidth : 26.30 meters.
" " : 0.060 in Main Channel Maximum Wetted Perimeter : 2.80E+01 m
" " : 0.060 Beyond Station 16.8 Max left bank area : 0.84 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 19.66 m^2
Natural Cross-Section information for Channel 6667
=====================================================
Cross-Section ID (from X1 card) : 56.0 Channel sequence number : 56
Left Overbank Length : 50.0 meters. Maximum Elevation : 90.01 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.40 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 63.57 m^2.
Maximum hydraulic radius : 1.27 meters.
Manning N : 0.100 to Station 24.2 Max Topwidth : 49.51 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.01E+01 m
" " : 0.100 Beyond Station 33.2 Max left bank area : 30.90 m^2
Max right bank area : 13.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.76 m^2
Natural Cross-Section information for Channel L595
=====================================================
Cross-Section ID (from X1 card) : 57.0 Channel sequence number : 57
Left Overbank Length : 6.0 meters. Maximum Elevation : 91.76 meters.
Main Channel Length : 6.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 6.0 meters. Maximum Section Area : 80.95 m^2.
Maximum hydraulic radius : 1.45 meters.
Manning N : 0.080 to Station 11.0 Max Topwidth : 54.81 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 5.59E+01 m
" " : 0.150 Beyond Station 33.9 Max left bank area : 12.78 m^2
Max right bank area : 12.22 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 55.95 m^2
Natural Cross-Section information for Channel 5556ova
=====================================================
Cross-Section ID (from X1 card) : 58.0 Channel sequence number : 58
Left Overbank Length : 16.0 meters. Maximum Elevation : 100.16 meters.
Main Channel Length : 16.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 2.16 m^2.
Maximum hydraulic radius : 0.29 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.37E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.47 m^2
Natural Cross-Section information for Channel 5663ova
=====================================================
Cross-Section ID (from X1 card) : 59.0 Channel sequence number : 59
Left Overbank Length : 83.0 meters. Maximum Elevation : 99.86 meters.
Main Channel Length : 83.0 meters. Maximum depth : 0.50 meters.
Right Overbank Length : 83.0 meters. Maximum Section Area : 2.35 m^2.
Maximum hydraulic radius : 0.31 meters.
Manning N : 0.050 to Station 9.1 Max Topwidth : 7.01 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 7.47E+00 m
" " : 0.020 Beyond Station 12.9 Max left bank area : 0.69 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.65 m^2
Natural Cross-Section information for Channel 6364ova
=====================================================
Cross-Section ID (from X1 card) : 60.0 Channel sequence number : 60
Left Overbank Length : 110.0 meters. Maximum Elevation : 91.50 meters.
Main Channel Length : 110.0 meters. Maximum depth : 1.80 meters.
Right Overbank Length : 110.0 meters. Maximum Section Area : 17.80 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 0.1 Max Topwidth : 9.98 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 1.34E+01 m
" " : 0.050 Beyond Station 9.9 Max left bank area : 0.08 m^2
Max right bank area : 0.08 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 17.64 m^2
Natural Cross-Section information for Channel 6264ova
=====================================================
Cross-Section ID (from X1 card) : 61.0 Channel sequence number : 61
Left Overbank Length : 10.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 32.95 m^2.
Maximum hydraulic radius : 0.54 meters.
Manning N : 0.020 to Station 44.6 Max Topwidth : 60.87 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 6.09E+01 m
" " : 0.020 Beyond Station 55.0 Max left bank area : 17.69 m^2
Max right bank area : 7.05 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.22 m^2
Natural Cross-Section information for Channel 6768ova
=====================================================
Cross-Section ID (from X1 card) : 62.0 Channel sequence number : 62
Left Overbank Length : 0.0 meters. Maximum Elevation : 90.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.60 meters.
Right Overbank Length : 0.0 meters. Maximum Section Area : 18.36 m^2.
Maximum hydraulic radius : 0.40 meters.
Manning N : 0.020 to Station 31.1 Max Topwidth : 45.35 meters.
" " : 0.020 in Main Channel Maximum Wetted Perimeter : 4.54E+01 m
" " : 0.020 Beyond Station 41.8 Max left bank area : 5.22 m^2
Max right bank area : 6.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.37 m^2
*==================================================*
| Table E1 - Conduit Data |
*==================================================*
Trapezoid
Inp Conduit Length Conduit Area Manning Max Width Depth Side
Num Name (m) Class ( m^2) Coef. (m) (m) Slopes
---- ---------------- ---------- ---------- ------- ------- --------- ----- -------
1 L1 10.5000 Natural 12.7946 0.1500 15.5720 2.0000
2 L2 11.0000 Natural 14.7632 0.1500 16.1400 2.0000
3 L3 16.0000 Natural 15.5500 0.1500 19.3000 2.0000
4 L4 16.0000 Natural 13.9661 0.1500 13.6217 2.0000
5 L5 10.0000 Natural 15.9956 0.1500 15.6420 2.0000
6 L6 10.2000 Natural 17.1346 0.0350 17.6300 2.0000
7 L7 10.5000 Natural 28.4866 0.0350 22.0740 2.5000
8 L8 10.0000 Natural 31.4508 0.0350 22.8400 2.5000
9 L9 10.0000 Natural 18.6335 0.0750 31.8692 0.7500
10 L10 10.0000 Natural 34.0840 0.0750 27.7600 2.0000
11 L11 16.5000 Natural 24.3130 0.0350 23.4000 2.0000
12 L12 16.5000 Natural 27.2300 0.0350 22.0400 2.5000
13 L13 17.5000 Natural 25.5693 0.0350 33.6725 2.7500
14 L14 10.0000 Natural 13.8030 0.0750 26.8997 0.8000
15 L15 13.0000 Natural 22.9295 0.1000 22.8000 1.5000
16 L24 20.0000 Natural 26.1403 0.1000 18.8590 2.0000
17 L25 16.0000 Natural 33.6984 0.1000 20.6240 2.5000
18 L26 15.0000 Natural 32.1404 0.1000 16.4864 3.0000
19 L27 14.5000 Natural 59.5391 0.0500 28.9672 3.5000
20 L28 134.0000 Natural 59.2400 0.1000 54.4000 2.0000
21 L29 158.0000 Natural 50.0450 0.1000 50.7000 2.0000
22 L30 150.0000 Natural 48.6125 0.1000 42.7500 2.0000
23 L31 89.0000 Natural 44.7250 0.1000 41.5000 2.0000
24 L32 21.0000 Natural 10.1161 0.1250 16.7273 1.5000
25 L33 10.0000 Natural 16.4626 0.1500 34.0539 0.9000
26 L34 17.5000 Natural 35.8755 0.1250 24.9000 2.0000
27 L35 21.5000 Natural 63.0121 0.1250 37.4400 2.8000
28 L36 18.0000 Natural 83.8531 0.0450 37.2584 3.4000
29 W2637 10.0000 Natural 33.2189 0.1000 22.8010 2.0000
30 L37 23.5000 Natural 64.5551 0.0450 29.1404 3.6000
31 L38 14.0000 Natural 23.6525 0.0450 22.3600 2.0000
32 L39 10.0000 Natural 102.1000 0.1000 53.2000 4.0000
33 L41 54.5000 Natural 27.5142 0.1000 25.2470 2.0000
34 4243 60.0000 Natural 38.4834 0.0800 37.3371 2.0000
35 4344 50.0000 Natural 36.1351 0.0700 31.8345 2.0000
36 6869 20.0000 Natural 68.8075 0.1500 63.3000 2.8000
37 4445 33.0000 Natural 45.6166 0.0700 26.8298 2.5000
38 4546 25.0000 Natural 31.8041 0.0500 21.4302 2.5000
39 4647 20.0000 Natural 26.2146 0.0500 19.4487 2.5000
40 4754 31.0000 Natural 43.0242 0.0500 31.9892 2.5000
41 4849 12.0000 Natural 29.9272 0.0500 31.2122 2.0000
42 4950 6.0000 Natural 39.7265 0.0500 41.6000 2.3600
43 5051 19.0000 Natural 27.1813 0.0500 23.2480 2.0000
44 5152 6.0000 Natural 26.8927 0.0500 24.6301 2.0000
45 5253 20.0000 Natural 25.2124 0.0500 25.3870 2.0000
46 5354 29.0000 Natural 71.4872 0.0500 34.5500 2.5000
47 5462 12.0000 Natural 80.9524 0.0800 54.8133 2.5000
48 5657 6.0000 Natural 11.8046 0.0200 29.9699 0.4000
49 5758 50.0000 Natural 8.4766 0.0350 19.2488 0.5000
50 5859 18.0000 Natural 8.3270 0.0600 16.3043 1.0000
51 5960 17.0000 Natural 10.7492 0.0500 15.1869 1.0000
52 6061 17.0000 Natural 16.6826 0.0500 22.6016 1.0000
53 6162 30.0000 Natural 17.8324 0.0500 15.0872 2.0000
54 6465 32.0000 Natural 36.8073 0.0500 39.7362 2.4000
55 6566 35.0000 Natural 33.2935 0.0600 26.3003 2.4000
56 6667 50.0000 Natural 63.5716 0.0800 49.5077 2.4000
57 L595 6.0000 Natural 80.9524 0.0800 54.8133 2.5000
58 5556ova 16.0000 Natural 2.1643 0.0200 7.0117 0.5000
59 5556unda 16.0000 Circular 0.1104 0.0140 0.3750 0.3750
60 5663ova 83.0000 Natural 2.3506 0.0200 7.0119 0.5000
61 5663und 83.0000 Circular 0.1104 0.0140 0.3750 0.3750
62 6364ova 110.0000 Natural 17.8020 0.0500 9.9800 1.8000
63 6364und 110.0000 Circular 0.1590 0.0140 0.4500 0.4500
64 6264ova 10.0000 Natural 32.9482 0.0200 60.8685 0.8000
65 6264und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
66 6768ova 10.0000 Natural 18.3644 0.0200 45.3522 0.6000
67 6768und 9.0000 Circular 0.9331 0.0140 1.0900 1.0900
Total length of all conduits .... 2044.2000 meters
*==================================================*
| Table E2 - Conduit Factor Data |
*==================================================*
Time Low Flow Depth at
Conduit Number Entrance Exit Exp/Contc Weighting Roughness Which Flow
Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor n Changes Routing
--------------- ---------- --------- --------- --------- --------- --------- --------- -------
5556unda 1.0000 0.0000 0.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
5663und 1.0000 0.5000 1.5000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6364und 1.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6264und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
6768und 2.0000 0.5000 1.0000 0.2000 0.6500 1.0000 0.0000 Standard - Dynamic Wave
*===================================================*
| If there are messages about (sqrt(g*d)*dt/dx), or |
| the sqrt(wave celerity)*time step/conduit length |
| in the output file all it means is that the |
| program will lower the internal time step to |
| satisfy this condition (explicit condition). |
| You control the actual internal time step by |
| using the minimum courant time step factor in the |
| HYDRAULICS job control. The message put in words |
| states that the smallest conduit with the fastest |
| velocity will control the time step selection. |
| You have further control by using the modify |
| conduit option in the HYDRAULICS Job Control. |
*===================================================*
Conduit Courant
Name Ratio
--------------- ---------
L1 1.35 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L2 1.36 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L3 0.88
L4 0.99
L5 1.58 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L6 1.51 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L7 1.69 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L8 1.84 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L9 1.20 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L10 1.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L11 0.97
L12 1.05 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L13 0.78
L14 1.12 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L15 1.21 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L24 0.92
L25 1.25 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L26 1.46 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L27 1.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L28 0.12
L29 0.10
L30 0.11
L31 0.18
L32 0.58
L33 1.09 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L34 1.07 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L35 0.94
L36 1.30 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
W2637 1.89 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L37 0.99
L38 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L39 2.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
L41 0.30
4243 0.26
4344 0.33
6869 0.82
4445 0.62
4546 0.76
4647 0.91
4754 0.59
4849 1.28 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
4950 2.55 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5051 0.89
5152 2.73 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5253 0.78
5354 0.78
5462 1.59 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5657 1.64 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5758 0.21
5859 0.62
5960 0.77
6061 0.79
6162 0.57
6465 0.47
6566 0.50
6667 0.35
L595 3.17 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
5556ova 0.54
5556unda 0.60
5663ova 0.11
5663und 0.12
6364ova 0.19
6364und 0.10
6264ova 1.15 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6264und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
6768ova 1.00
6768und 1.82 ===> Warning ! (sqrt(wave celerity)*time step/conduit length)
*==================*
| Conduit Volume |
*==================*
Full pipe or full open conduit volume
Input full depth volume............ 6.6948E+04 cubic meters
===> Warning !! The upstream and downstream junctions for the following conduits
have been reversed to correspond to the positive flow and decreasing
slope convention. A negative flow in the output thus means
the flow was from your original upstream junction to your original
downstream junction. Any initial flow has been multiplied by -1.
1. Conduit #...L39 has been changed.
*===================================================*
| Table E3a - Junction Data |
*===================================================*
Inp Junction Ground Crown Invert Qinst Initial Interface
Num Name Elevation Elevation Elevation cms Depth-m Flow (%)
--- --------------- --------- --------- --------- -------- --------- ---------
1 N1 110.0000 104.8300 102.8300 0.0000 0.0100 100.0000
2 N2 110.0000 103.7100 101.7100 0.0000 0.0100 100.0000
3 N3 110.0000 102.3800 100.3800 0.0000 0.0100 100.0000
4 N4 110.0000 101.4600 99.4600 0.0000 0.0100 100.0000
5 N5 110.0000 101.0400 99.0400 0.0000 0.1950 100.0000
6 N6 110.0000 100.8600 98.8600 0.0000 0.3740 100.0000
7 N7 110.0000 100.8300 98.3300 0.0000 0.9030 100.0000
8 N8 110.0000 100.3000 97.8000 0.0000 1.4320 100.0000
9 N9 110.0000 99.9700 97.3700 0.0000 1.8610 100.0000
10 N10 110.0000 100.7000 97.0000 0.0000 1.7100 100.0000
11 N11 110.0000 98.7000 96.7000 0.0000 0.4440 100.0000
12 N12 110.0000 98.6000 96.1000 0.0000 1.0430 100.0000
13 N13 110.0000 98.2500 95.5000 0.0000 1.6420 100.0000
14 N14 110.0000 97.9400 94.9500 0.0000 2.1910 100.0000
15 N15 110.0000 97.9300 94.4600 0.0000 0.0100 100.0000
16 N24 110.0000 96.0300 94.0300 0.0000 0.0100 100.0000
17 N25 110.0000 96.0900 93.5900 0.0000 0.0100 100.0000
18 N26 110.0000 95.8500 92.8500 0.0000 0.0100 100.0000
19 N27 110.0000 96.2400 92.7400 0.0000 0.0100 100.0000
20 N28 130.0000 122.5000 120.5000 0.0000 0.0100 100.0000
21 N29 120.0000 115.5000 113.5000 0.0000 0.0100 100.0000
22 N30 110.0000 107.5000 105.5000 0.0000 0.0100 100.0000
23 N31 110.0000 99.5000 97.5000 0.0000 0.0100 100.0000
24 N32 110.0000 96.8000 94.8000 0.0000 0.0100 100.0000
25 N33 110.0000 98.4100 97.5100 0.0000 0.0100 100.0000
26 N34 110.0000 98.0200 94.0700 0.0000 0.0100 100.0000
27 N35 110.0000 96.7700 93.9700 0.0000 0.0100 100.0000
28 N36 110.0000 96.3800 92.9800 0.0000 0.0100 100.0000
29 N37 110.0000 95.9100 92.3100 0.0000 0.0100 100.0000
30 N38 110.0000 95.6000 92.0000 0.0000 0.2100 100.0000
31 N39 110.0000 95.9800 91.9800 0.0000 0.2200 100.0000
32 N41 110.0000 96.1800 91.8800 0.0000 0.3100 100.0000
33 N42 110.0000 93.4800 91.4800 0.0000 0.0000 100.0000
34 N43 110.0000 92.6500 90.6500 0.0000 0.0000 100.0000
35 N44 110.0000 92.5000 90.0000 0.0000 0.0000 100.0000
36 N45 110.0000 92.2000 89.7000 0.0000 0.0000 100.0000
37 N69 110.0000 90.4800 87.6800 0.0000 0.0000 100.0000
38 N46 110.0000 91.8400 89.3400 0.0000 0.0000 100.0000
39 N47 100.0000 91.8200 89.3200 0.0000 0.0000 100.0000
40 N48 99.0000 92.5800 90.5800 0.0000 0.0000 100.0000
41 N49 99.0000 92.7700 90.4100 0.0000 0.0000 100.0000
42 N50 99.0000 92.6900 90.3300 0.0000 0.0000 100.0000
43 N51 99.0000 92.0700 90.0700 0.0000 0.0000 100.0000
44 N52 99.0000 91.9300 89.9300 0.0000 0.0000 100.0000
45 N53 99.0000 92.0300 89.5300 0.0000 0.0000 100.0000
46 N54 99.0000 91.7600 89.1800 0.0000 0.0000 100.0000
47 N55 110.0000 100.3500 98.9200 0.0000 0.0000 100.0000
48 N56 110.0000 99.9300 98.4000 0.0000 0.0000 100.0000
49 N57 110.0000 99.7300 99.2300 0.0000 0.0000 100.0000
50 N58 99.0000 93.4400 92.4400 0.0000 0.0000 100.0000
51 N59 99.0000 92.6000 91.6000 0.0000 0.0000 100.0000
52 N60 99.0000 92.1600 91.1600 0.0000 0.0000 100.0000
53 N61 99.0000 92.5000 90.5000 0.0000 0.0000 100.0000
54 N62 99.0000 91.4200 88.9200 0.0000 0.0000 100.0000
55 N63 99.0000 98.8000 95.7500 0.0000 0.0000 100.0000
56 N64 99.0000 91.7000 88.6300 0.0000 0.0000 100.0000
57 N65 99.0000 90.4800 88.0800 0.0000 0.0000 100.0000
58 N66 99.0000 90.1800 87.7800 0.0000 0.0000 100.0000
59 N67 99.0000 90.0100 87.6100 0.0000 0.0000 100.0000
60 N68 99.0000 90.6400 87.8400 0.0000 0.0000 100.0000
61 D1 110.0000 91.6800 88.7500 0.0000 0.0000 100.0000
*===================================================*
| Table E3b - Junction Data |
*===================================================*
Inp Junction X Y Type of Type of Maximum Pavement
Num Name Coord. Coord. Manhole Inlet Capacity Shape Slope
--- --------------- ----------- ----------- ---------- ------------ -------- -------- -------
1 N1 -258138.4400 158442.2000 No Ponding Normal 0 0.0000
2 N2 -257535.0400 158056.4000 No Ponding Normal 0 0.0000
3 N3 -256737.3050 157774.9000 No Ponding Normal 0 0.0000
4 N4 -255855.7450 157411.1000 No Ponding Normal 0 0.0000
5 N5 -255565.3300 156526.7000 No Ponding Normal 0 0.0000
6 N6 -254993.6350 155868.8500 No Ponding Normal 0 0.0000
7 N7 -254219.4500 155466.0000 No Ponding Normal 0 0.0000
8 N8 -253506.3100 155120.4000 No Ponding Normal 0 0.0000
9 N9 -253005.0350 154930.9000 No Ponding Normal 0 0.0000
10 N10 -252278.6200 155323.5000 No Ponding Normal 0 0.0000
11 N11 -252027.9150 154446.1000 No Ponding Normal 0 0.0000
12 N12 -251376.9400 153954.7000 No Ponding Normal 0 0.0000
13 N13 -250809.7400 153415.1000 No Ponding Normal 0 0.0000
14 N14 -250231.6100 153129.4000 No Ponding Normal 0 0.0000
15 N15 -249536.9500 152980.9000 No Ponding Normal 0 0.0000
16 N24 -248716.0200 152809.4000 No Ponding Normal 0 0.0000
17 N25 -248132.6250 153708.1500 No Ponding Normal 0 0.0000
18 N26 -247569.7300 153701.1000 No Ponding Normal 0 0.0000
19 N27 -246784.5300 154401.3000 No Ponding Normal 0 0.0000
20 N28 -257770.8350 147129.0000 No Ponding Normal 0 0.0000
21 N29 -256212.6250 149106.3000 No Ponding Normal 0 0.0000
22 N30 -253986.6250 149415.1000 No Ponding Normal 0 0.0000
23 N31 -251698.8200 149536.1000 No Ponding Normal 0 0.0000
24 N32 -249151.1100 149881.9000 No Ponding Normal 0 0.0000
25 N33 -248842.3350 151533.9000 No Ponding Normal 0 0.0000
26 N34 -248292.9300 150843.3000 No Ponding Normal 0 0.0000
27 N35 -247792.8000 151663.0000 No Ponding Normal 0 0.0000
28 N36 -247595.8100 152396.1000 No Ponding Normal 0 0.0000
29 N37 -247216.2250 153067.1000 No Ponding Normal 0 0.0000
30 N38 -246297.8400 153826.1500 No Ponding Normal 0 0.0000
31 N39 -245579.7100 153644.9000 No Ponding Normal 0 0.0000
32 N41 -244611.7300 153590.4000 No Ponding Normal 0 0.0000
33 N42 -243718.7000 153503.4500 No Ponding Normal 0 0.0000
34 N43 -242833.0250 153724.2000 No Ponding Normal 0 0.0000
35 N44 -241914.6000 153679.7000 No Ponding Normal 0 0.0000
36 N45 -241168.7250 154005.2000 No Ponding Normal 0 0.0000
37 N69 -231669.0050 158957.7000 No Ponding Normal 0 0.0000
38 N46 -240715.8350 154799.3000 No Ponding Normal 0 0.0000
39 N47 -239515.1400 155239.9000 No Ponding Normal 0 0.0000
40 N48 -241203.2450 151001.1000 No Ponding Normal 0 0.0000
41 N49 -240513.7400 151691.7000 No Ponding Normal 0 0.0000
42 N50 -239943.1250 152179.8000 No Ponding Normal 0 0.0000
43 N51 -239182.3050 152918.0000 No Ponding Normal 0 0.0000
44 N52 -238694.8500 153453.8500 No Ponding Normal 0 0.0000
45 N53 -238243.1250 154418.3000 No Ponding Normal 0 0.0000
46 N54 -238148.0200 155537.5000 No Ponding Normal 0 0.0000
47 N55 -242047.3200 160216.9000 No Ponding Normal 0 0.0000
48 N56 -241286.5000 160193.0000 No Ponding Normal 0 0.0000
49 N57 -240585.1000 159359.6000 No Ponding Normal 0 0.0000
50 N58 -240157.1150 158526.1000 No Ponding Normal 0 0.0000
51 N59 -239420.0350 158145.1000 No Ponding Normal 0 0.0000
52 N60 -238564.1150 157823.6000 No Ponding Normal 0 0.0000
53 N61 -237648.7200 157395.0000 No Ponding Normal 0 0.0000
54 N62 -236935.4300 155882.8000 No Ponding Normal 0 0.0000
55 N63 -237803.2450 160276.4000 No Ponding Normal 0 0.0000
56 N64 -235948.7200 156025.7000 No Ponding Normal 0 0.0000
57 N65 -234783.7050 156311.5000 No Ponding Normal 0 0.0000
58 N66 -233999.0450 156918.7000 No Ponding Normal 0 0.0000
59 N67 -233285.8050 158633.3000 No Ponding Normal 0 0.0000
60 N68 -232560.6150 158776.1500 No Ponding Normal 0 0.0000
61 D1 -236495.5500 155990.0000 No Ponding Normal 0 0.0000
*===================================================*
| Table E4 - Conduit Connectivity |
*===================================================*
Input Conduit Upstream Downstream Upstream Downstream
Number Name Node Node Elevation Elevation
====== ================ ============== =============== ========= =========
1 L1 N1 N2 102.8300 101.7100 No Design
2 L2 N2 N3 101.7100 100.3800 No Design
3 L3 N3 N4 100.3800 99.4600 No Design
4 L4 N4 N5 99.4600 99.0400 No Design
5 L5 N5 N6 99.0400 98.8600 No Design
6 L6 N6 N7 98.8600 98.3300 No Design
7 L7 N7 N8 98.3300 97.8000 No Design
8 L8 N8 N9 97.8000 97.3700 No Design
9 L9 N9 N10 99.2200 99.2100 No Design
10 L10 N10 N11 98.7000 96.7000 No Design
11 L11 N11 N12 96.7000 96.1000 No Design
12 L12 N12 N13 96.1000 95.5000 No Design
13 L13 N13 N14 95.5000 94.9500 No Design
14 L14 N14 N15 97.1400 97.1300 No Design
15 L15 N15 N24 94.4600 94.0300 No Design
16 L24 N24 N25 94.0300 93.5900 No Design
17 L25 N25 N26 93.5900 92.8500 No Design
18 L26 N26 N27 92.8500 92.7400 No Design
19 L27 N27 N38 92.7400 92.0000 No Design
20 L28 N28 N29 120.5000 113.5000 No Design
21 L29 N29 N30 113.5000 105.5000 No Design
22 L30 N30 N31 105.5000 97.5000 No Design
23 L31 N31 N32 97.5000 94.8000 No Design
24 L32 N32 N34 94.8000 94.0700 No Design
25 L33 N33 N34 97.5100 97.1200 No Design
26 L34 N34 N35 94.0700 93.9700 No Design
27 L35 N35 N36 93.9700 92.9800 No Design
28 L36 N36 N37 92.9800 92.3100 No Design
29 W2637 N26 N37 93.7200 93.6200 No Design
30 L37 N37 N38 92.3100 92.0000 No Design
31 L38 N38 N39 92.0000 91.9800 No Design
32 L39 N41 N39 92.1800 91.9800 No Design
33 L41 N41 N42 91.8800 91.4800 No Design
34 4243 N42 N43 91.4800 90.6500 No Design
35 4344 N43 N44 90.6500 90.0000 No Design
36 6869 N68 N69 87.8400 87.6800 No Design
37 4445 N44 N45 90.0000 89.7000 No Design
38 4546 N45 N46 89.7000 89.3400 No Design
39 4647 N46 N47 89.3400 89.3200 No Design
40 4754 N47 N54 89.3200 89.1800 No Design
41 4849 N48 N49 90.5800 90.4100 No Design
42 4950 N49 N50 90.4100 90.3300 No Design
43 5051 N50 N51 90.3300 90.0700 No Design
44 5152 N51 N52 90.0700 89.9300 No Section 3
Design
45 5253 N52 N53 89.9300 89.5300 No Design
46 5354 N53 N54 89.5300 89.2600 No Design
47 5462 N54 N62 89.2600 88.9200 No Design
48 5657 N56 N57 99.5300 99.2300 No Design
49 5758 N57 N58 99.2300 92.4400 No Design
50 5859 N58 N59 92.4400 91.6000 No Design
51 5960 N59 N60 91.6000 91.1600 No Design
52 6061 N60 N61 91.1600 90.5000 No Design
53 6162 N61 N62 90.5000 88.9200 No Design
54 6465 N64 N65 88.6300 88.0800 No Design
55 6566 N65 N66 88.0800 87.7800 No Design
56 6667 N66 N67 87.7800 87.6100 No Design
57 L595 N62 D1 88.9200 88.7500 No Design
58 5556ova N55 N56 99.8500 99.4000 No Design
59 5556unda N55 N56 98.9200 98.4700 No Design
60 5663ova N56 N63 99.4000 98.0000 No Design
61 5663und N56 N63 98.4000 97.0000 No Design
62 6364ova N63 N64 97.0000 89.9000 No Design
63 6364und N63 N64 95.7500 88.6300 No Design
64 6264ova D1 N64 90.8800 90.8600 No Design
65 6264und D1 N64 88.7500 88.6300 No Design
66 6768ova N67 N68 89.4000 89.3800 No Design
67 6768und N67 N68 87.9600 87.8400 No Design
*==========================================*
| Storage Junction Data |
*==========================================*
MAXIMUM OR PEAK OR CROWN DEPTH
STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS
NUMBER OR NAME TYPE AREA (M2) (CUBIC MET.) (M) FROM
-------------- -------- ---------------- --------------- --------- -----------
N33 Stage/Area 1100.0000 967.7421 110.0000 Spill Crest
*==================================*
| Variable storage data for node |N33
*==================================*
Data Elevation Depth Area Volume
Point meters meters m^2 m^3
===== ========= ====== =========== ============
1 97.5100 0.0000 746.0000 0.0000
2 97.5713 0.0612 778.8750 46.6957
3 97.6325 0.1225 811.7500 95.4051
4 97.6938 0.1837 844.6250 146.1283
5 97.7550 0.2450 877.5000 198.8651
6 97.8163 0.3063 910.3750 253.6157
7 97.8775 0.3675 943.2500 310.3800
8 97.9387 0.4287 976.1250 369.1580
9 98.0000 0.4900 1009.0000 429.9497
10 98.0637 0.5537 1020.3750 494.6357
11 98.1275 0.6175 1031.7500 560.0468
12 98.1913 0.6813 1043.1250 626.1831
13 98.2550 0.7450 1054.5000 693.0446
14 98.3188 0.8087 1065.8750 760.6312
15 98.3825 0.8725 1077.2500 828.9430
16 98.4463 0.9363 1088.6250 897.9799
17 98.5100 1.0000 1100.0000 967.7421
18 110.0000 12.4900 1100.0000 967.7421
*================================================*
| FREE OUTFALL DATA (DATA GROUP I1) |
| BOUNDARY CONDITION ON DATA GROUP J1 |
*================================================*
Outfall at Junction....N69 has boundary condition number... 1
*================================================*
| INTERNAL CONNECTIVITY INFORMATION |
*================================================*
CONDUIT JUNCTION JUNCTION
---------------- ---------------- ----------------
FREE # 1 N69 BOUNDARY
*===================================================*
| Boundary Condition Information |
| Data Groups J1-J4 |
*===================================================*
BC NUMBER.. 1 has no control water surface.
###########################################
# Header information from interface file: #
###########################################
Title from first computational layer:
CHURCH STREET, POMONA
EXISTING CASE
Title from immediately preceding computational layer
CHURCH STREET, POMONA
EXISTING CASE
Name of preceding layer:................ Runoff Layer
Initial Julian date (IDATEZ)...................... 1903001
Initial time of day in seconds (TZERO)............ 0.0
No. Transfered input locations.................... 27
No. Transfered pollutants......................... 0
Size of total catchment area (acres).............. 101.56
#################################################
# Element numbers of interface inlet locations: #
#################################################
N55 N56 N58 N59 N61 N1 N4
N8 N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45 N47
N48 N50 N52 N63 N64 N66
Conversion factor to cfs for flow units on interface file. Multiply by: 35.31467
######## Important Information ########
Start date/time of interface file was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
L1 23.7900 0.1067
L2 31.3792 0.1209
L3 21.1637 0.0575
L4 14.8201 0.0262
L5 14.1212 0.0180
L6 107.6004 0.0520
L7 212.9831 0.0505
L8 226.7844 0.0430
L9 5.4768 0.0010
L10 230.8083 0.2000
L11 134.5580 0.0364
L12 167.9513 0.0364
L13 106.1819 0.0314
L14 3.7006 0.0010
L15 41.4767 0.0331
L24 46.8109 0.0220
L25 97.5504 0.0463
L26 39.8090 0.0073
L27 416.5903 0.0510
L28 142.9406 0.0522
L29 111.2914 0.0506
L30 121.4510 0.0533
L31 81.3908 0.0303
L32 10.6189 0.0348
L33 13.2107 0.0390
L34 27.1462 0.0057
L35 151.1332 0.0460
L36 604.2278 0.0372
W2637 41.0450 0.0100
L37 268.7941 0.0132
L38 20.3679 0.0014
L39 220.6626 0.0200
L41 24.3580 0.0073
4243 57.3946 0.0138
4344 63.4676 0.0130
6869 43.1813 0.0080
4445 86.8567 0.0091
4546 96.3889 0.0144
4647 19.5453 0.0010
4754 69.8137 0.0045
4849 68.7768 0.0142
4950 88.3261 0.0133
5051 69.6722 0.0137
5152 86.0599 0.0233
5253 70.2593 0.0200
5354 215.9379 0.0093
5462 217.9611 0.0283
5657 69.9273 0.0500
5758 51.4571 0.1358
5859 18.9395 0.0467
5960 27.1929 0.0259
6061 52.8129 0.0388
6162 84.2671 0.0527
6465 90.4168 0.0172
6566 57.6108 0.0086
6667 54.3218 0.0034
L595 217.9611 0.0283
5556ova 8.0165 0.0281
5556unda 0.2730 0.0281
5663ova 7.0634 0.0169
5663und 0.2114 0.0169
6364ova 109.2892 0.0645
6364und 0.6735 0.0647
6264ova 48.9163 0.0020
6264und 3.2349 0.0133
6768ova 22.4678 0.0020
6768und 3.2349 0.0133
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.01 / 102.84 N2/ 0.01 / 101.72 N3/ 0.01 / 100.39
N4/ 0.01 / 99.47 N5/ 0.20 / 99.23 N6/ 0.37 / 99.23
N7/ 0.90 / 99.23 N8/ 1.43 / 99.23 N9/ 1.86 / 99.23
N10/ 1.71 / 98.71 N11/ 0.44 / 97.14 N12/ 1.04 / 97.14
N13/ 1.64 / 97.14 N14/ 2.19 / 97.14 N15/ 0.01 / 94.47
N24/ 0.01 / 94.04 N25/ 0.01 / 93.60 N26/ 0.01 / 92.86
N27/ 0.01 / 92.75 N28/ 0.01 / 120.51 N29/ 0.01 / 113.51
N30/ 0.01 / 105.51 N31/ 0.01 / 97.51 N32/ 0.01 / 94.81
N33/ 0.01 / 97.52 N34/ 0.01 / 94.08 N35/ 0.01 / 93.98
N36/ 0.01 / 92.99 N37/ 0.01 / 92.32 N38/ 0.21 / 92.21
N39/ 0.22 / 92.20 N41/ 0.31 / 92.19 N42/ 0.00 / 91.48
N43/ 0.00 / 90.65 N44/ 0.00 / 90.00 N45/ 0.00 / 89.70
N69/ 0.00 / 87.68 N46/ 0.00 / 89.34 N47/ 0.00 / 89.32
N48/ 0.00 / 90.58 N49/ 0.00 / 90.41 N50/ 0.00 / 90.33
N51/ 0.00 / 90.07 N52/ 0.00 / 89.93 N53/ 0.00 / 89.53
N54/ 0.00 / 89.18 N55/ 0.00 / 98.92 N56/ 0.00 / 98.40
N57/ 0.00 / 99.23 N58/ 0.00 / 92.44 N59/ 0.00 / 91.60
N60/ 0.00 / 91.16 N61/ 0.00 / 90.50 N62/ 0.00 / 88.92
N63/ 0.00 / 95.75 N64/ 0.00 / 88.63 N65/ 0.00 / 88.08
N66/ 0.00 / 87.78 N67/ 0.00 / 87.61 N68/ 0.00 / 87.84
D1/ 0.00 / 88.75
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.00 L5/ 0.00 L6/ 0.00
L7/ 0.00 L8/ 0.00 L9/ 0.00
L10/ 0.00 L11/ 0.00 L12/ 0.00
L13/ 0.00 L14/ 0.00 L15/ 0.00
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.00 L28/ 0.00 L29/ 0.00
L30/ 0.00 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.00
L38/ 0.00 L39/ 0.00 L41/ 0.00
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Cross Sectional Area
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.07 L5/ 0.52 L6/ 1.77
L7/ 6.44 L8/ 14.04 L9/ 0.01
L10/ 1.92 L11/ 3.74 L12/ 8.00
L13/ 10.11 L14/ 0.00 L15/ 0.05
L24/ 0.00 L25/ 0.01 L26/ 0.01
L27/ 0.16 L28/ 0.02 L29/ 0.03
L30/ 0.04 L31/ 0.01 L32/ 0.00
L33/ 0.00 L34/ 0.02 L35/ 0.00
L36/ 0.01 W2637/ 0.00 L37/ 0.16
L38/ 0.26 L39/ 0.39 L41/ 0.37
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Hydraulic Radius
L1/ 0.00 L2/ 0.00 L3/ 0.00
L4/ 0.04 L5/ 0.17 L6/ 0.29
L7/ 0.56 L8/ 0.81 L9/ 0.00
L10/ 0.17 L11/ 0.36 L12/ 0.64
L13/ 0.80 L14/ 0.00 L15/ 0.01
L24/ 0.00 L25/ 0.00 L26/ 0.00
L27/ 0.05 L28/ 0.01 L29/ 0.01
L30/ 0.01 L31/ 0.00 L32/ 0.00
L33/ 0.00 L34/ 0.00 L35/ 0.00
L36/ 0.00 W2637/ 0.00 L37/ 0.05
L38/ 0.11 L39/ 0.07 L41/ 0.08
4243/ 0.00 4344/ 0.00 6869/ 0.00
4445/ 0.00 4546/ 0.00 4647/ 0.00
4754/ 0.00 4849/ 0.00 4950/ 0.00
5051/ 0.00 5152/ 0.00 5253/ 0.00
5354/ 0.00 5462/ 0.00 5657/ 0.00
5758/ 0.00 5859/ 0.00 5960/ 0.00
6061/ 0.00 6162/ 0.00 6465/ 0.00
6566/ 0.00 6667/ 0.00 L595/ 0.00
5556ova/ 0.00 5556unda/ 0.00 5663ova/ 0.00
5663und/ 0.00 6364ova/ 0.00 6364und/ 0.00
6264ova/ 0.00 6264und/ 0.00 6768ova/ 0.00
6768und/ 0.00
Conduit/ Upstream/ Downstream Elevation
L1/ 102.84/ 101.72 L2/ 101.72/ 100.39 L3/ 100.39/ 99.47
L4/ 99.47/ 99.23 L5/ 99.23/ 99.23 L6/ 99.23/ 99.23
L7/ 99.23/ 99.23 L8/ 99.23/ 99.23 L9/ 99.23/ 99.21
L10/ 98.71/ 97.14 L11/ 97.14/ 97.14 L12/ 97.14/ 97.14
L13/ 97.14/ 97.14 L14/ 97.14/ 97.13 L15/ 94.47/ 94.04
L24/ 94.04/ 93.60 L25/ 93.60/ 92.86 L26/ 92.86/ 92.75
L27/ 92.75/ 92.21 L28/ 120.51/ 113.51 L29/ 113.51/ 105.51
L30/ 105.51/ 97.51 L31/ 97.51/ 94.81 L32/ 94.81/ 94.08
L33/ 97.52/ 97.12 L34/ 94.08/ 93.98 L35/ 93.98/ 92.99
L36/ 92.99/ 92.32 W2637/ 92.32/ 92.32 L37/ 92.32/ 92.21
L38/ 92.21/ 92.20 L39/ 92.19/ 92.20 L41/ 92.19/ 91.48
4243/ 90.65/ 90.65 4344/ 90.00/ 90.00 6869/ 87.68/ 87.68
4445/ 89.70/ 89.70 4546/ 89.34/ 89.34 4647/ 89.32/ 89.32
4754/ 89.18/ 89.18 4849/ 90.41/ 90.41 4950/ 90.33/ 90.33
5051/ 90.07/ 90.07 5152/ 89.93/ 89.93 5253/ 89.53/ 89.53
5354/ 89.18/ 89.18 5462/ 88.92/ 88.92 5657/ 99.23/ 99.23
5758/ 92.44/ 92.44 5859/ 91.60/ 91.60 5960/ 91.16/ 91.16
6061/ 90.50/ 90.50 6162/ 88.92/ 88.92 6465/ 88.08/ 88.08
6566/ 87.78/ 87.78 6667/ 87.61/ 87.61 L595/ 88.75/ 88.75
5556ova/ 98.40/ 98.40 5556unda/ 98.40/ 98.40 5663ova/ 95.75/ 95.75
5663und/ 95.75/ 95.75 6364ova/ 88.63/ 88.63 6364und/ 88.63/ 88.63
6264ova/ 88.63/ 88.63 6264und/ 88.63/ 88.63 6768ova/ 87.84/ 87.84
6768und/ 87.84/ 87.84
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N1 11.5976 28.9940 675.0000
N2 8.8640 22.1601 0.0000
N3 44.4954 50.0000 0.0000
N4 25.3235 50.0000 0.0000
N5 34.2512 50.0000 0.0000
N6 33.8592 50.0000 0.0000
N7 31.6827 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 30.9297 50.0000 0.0000
N12 27.8921 50.0000 0.0000
N13 36.0795 50.0000 0.0000
N14 30.9030 50.0000 0.0000
N15 9.8839 24.7097 0.0000
N24 15.5502 38.8754 0.0000
N25 38.1987 50.0000 0.0000
N26 20.1954 50.0000 0.0000
N27 9.4932 23.7330 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 29.2517 50.0000 0.0000
N33 50.0000 50.0000 0.0000
N34 28.4763 50.0000 0.0000
N35 22.1166 50.0000 0.0000
N36 39.0320 50.0000 0.0000
N37 27.7610 50.0000 0.0000
N38 23.2572 50.0000 0.0000
N39 37.6373 50.0000 0.0000
N41 18.5316 46.3291 0.0000
N42 20.4808 50.0000 0.0000
N43 32.6087 50.0000 0.0000
N44 30.7155 50.0000 0.0000
N45 26.2699 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 18.6822 46.7055 0.0000
N47 15.7422 39.3556 0.0000
N48 25.9618 50.0000 0.0000
N49 29.3088 50.0000 0.0000
N50 28.7968 50.0000 0.0000
N51 21.3594 50.0000 0.0000
N52 22.2409 50.0000 0.0000
N53 19.5717 48.9294 0.0000
N54 25.0987 50.0000 0.0000
N55 0.5307 1.3268 18355.0000
N56 0.9237 2.3092 15.0000
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 27.9957 50.0000 0.0000
N62 28.4208 50.0000 0.0000
N63 0.5996 1.4991 2555.0000
N64 21.9456 50.0000 0.0000
N65 26.1244 50.0000 0.0000
N66 20.2936 50.0000 0.0000
N67 12.6493 31.6233 0.0000
N68 9.7069 24.2673 0.0000
D1 9.8894 24.7235 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 3.6106 3.6106 9.8870 0.0833 0.0139 0.1317 Normal Soln
L2 3.9058 3.9058 11.5401 0.0000 0.0116 0.0963 Normal Soln
L3 5.9053 5.9053 26.0409 0.0000 0.0135 0.1412 Normal Soln
L4 5.2906 5.2906 22.0760 0.0000 0.0177 0.3867 Normal Soln
L5 3.2954 3.2954 12.2143 0.0000 0.0159 0.4438 Normal Soln
L6 3.4962 3.4962 14.9254 0.0000 -0.0293 0.1956 Normal Soln
L7 3.4360 3.4360 40.4953 3.0833 -0.0319 0.1088 Normal Soln
L8 2.9577 2.9577 50.0000 209.7500 -0.0506 0.1828 Normal Soln
L9 5.0080 5.0080 18.1600 0.0000 0.0226 1.4157 Normal Soln
L10 3.7009 3.7009 18.8880 3.8333 0.0214 0.0316 Normal Soln
L11 5.7638 5.7638 50.0000 0.0000 0.0876 0.0868 Normal Soln
L12 5.0444 5.0444 50.0000 0.0000 0.1331 0.1233 Normal Soln
L13 5.6729 5.6729 50.0000 0.0000 0.1372 0.1953 Normal Soln
L14 3.9413 3.9413 11.6090 0.0000 0.0946 2.4175 Normal Soln
L15 4.6883 4.6883 19.3981 0.0000 0.1536 0.2124 Normal Soln
L24 6.9725 6.9725 23.8712 0.0000 0.1016 0.1866 Normal Soln
L25 5.0018 5.0018 20.2131 0.0000 0.0899 0.1157 Normal Soln
L26 4.2207 4.2207 12.7733 0.0000 0.0495 0.2735 Normal Soln
L27 4.3843 4.3843 15.0711 0.0000 0.0715 0.0285 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0086 0.0197 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0133 0.0492 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0127 0.0580 Normal Soln
L31 35.7547 35.7547 50.0000 0.0000 0.0295 0.1187 Normal Soln
L32 6.5220 6.5220 20.7711 0.0000 0.0229 0.9494 Normal Soln
L33 6.3420 6.3420 24.9386 0.0000 0.0072 0.0957 Normal Soln
L34 6.2028 6.2028 41.6059 0.0000 0.0313 0.3959 Normal Soln
L35 8.3477 8.3477 25.7912 0.0000 0.0328 0.0708 Normal Soln
L36 6.2369 6.2369 12.3278 0.0000 0.0339 0.0183 Normal Soln
W2637 7.3677 7.3677 31.8031 0.0000 0.0023 0.0107 Normal Soln
L37 7.5136 7.5136 36.9687 0.0000 0.0237 0.0421 Normal Soln
L38 3.9868 3.9868 15.0252 0.0000 0.0533 1.0295 Normal Soln
L39 2.8144 2.8144 11.4119 0.0000 -0.0532 0.0946 Normal Soln
L41 14.8329 14.8329 50.0000 0.0000 0.0522 0.8487 Normal Soln
4243 19.7983 19.7983 50.0000 0.0000 0.0439 0.3755 Normal Soln
4344 15.8398 15.8398 50.0000 0.0000 0.0392 0.3491 Normal Soln
6869 5.8024 5.8024 34.7592 0.0000 0.0489 0.6594 Normal Soln
4445 9.1186 9.1186 50.0000 0.0000 0.0447 0.2487 Normal Soln
4546 6.8029 6.8029 23.8449 0.0000 0.0489 0.2208 Normal Soln
4647 5.0732 5.0732 18.3428 0.0000 0.0490 1.0953 Normal Soln
4754 8.5198 8.5198 36.4324 0.0000 0.0498 0.3280 Normal Soln
4849 4.8638 4.8638 12.6884 0.0000 0.0097 0.0698 Normal Soln
4950 2.3595 2.3595 8.1200 0.0000 0.0116 0.0884 Normal Soln
5051 7.1214 7.1214 18.8435 0.0000 0.0117 0.1012 Normal Soln
5152 2.0948 2.0948 6.4738 0.0000 -0.0163 0.1630 Normal Soln
5253 6.7361 6.7361 16.9522 0.0000 -0.0172 0.1361 Normal Soln
5354 7.8087 7.8087 50.0000 0.0000 0.0342 0.0793 Normal Soln
5462 3.1428 3.1428 43.8102 0.0000 0.0574 0.2375 Normal Soln
5657 5.8966 5.8966 10.4053 0.0000 0.0026 0.0098 Normal Soln
5758 41.6979 41.6979 50.0000 0.0000 0.0040 0.0129 Normal Soln
5859 8.1469 8.1469 18.8056 0.0000 0.0054 0.0845 Normal Soln
5960 8.5930 8.5930 19.8622 0.0000 0.0055 0.0702 Normal Soln
6061 8.8779 8.8779 50.0000 0.0000 0.0043 0.0358 Normal Soln
6162 9.1741 9.1741 22.2944 0.0000 -0.0321 0.0672 Normal Soln
6465 8.4015 8.4015 32.3617 0.0000 0.0405 0.3088 Normal Soln
6566 8.9904 8.9904 46.1278 0.0000 0.0384 0.4837 Normal Soln
6667 13.8726 13.8726 50.0000 0.0000 0.0314 0.5645 Normal Soln
L595 1.5541 1.5541 33.6755 0.0000 0.0767 0.5480 Normal Soln
5556ova 6.4506 6.4506 10.1963 0.0000 0.0029 0.1218 Normal Soln
5556unda 2.9873 2.9873 7.8328 0.0000 -0.0113 2.0989 Normal Soln
5663ova 38.9572 38.9572 50.0000 0.0000 0.0039 0.1134 Normal Soln
5663und 15.0313 15.0313 38.3877 0.0000 0.0053 2.2878 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 0.0074 0.0106 Normal Soln
6364und 14.7137 14.7137 28.0747 0.0000 -0.0432 3.6326 Normal Soln
6264ova 4.3058 4.3058 9.6038 0.0000 0.0299 0.2464 Normal Soln
6264und 1.0801 1.0801 2.5603 72.4167 0.0094 2.1403 Normal Soln
6768ova 3.4399 3.4399 7.6794 0.0000 0.0385 1.1515 Normal Soln
6768und 1.4882 1.4882 4.1702 70.8333 -0.0071 2.1295 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...................................L15
*===============================================*
* Hydraulic design routine final results. *
*===============================================*
<-------- Original --------> <--------- Designed -------->
Conduit Name Height Width Barrels Height Width Barrels
4950 2.3600 41.6000 1.0000 8.5900 41.6000 1.0000
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N1/ 0.02 / 102.85/ N2/ 0.02 / 101.73/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.58 / 97.28/ N12/ 1.18 / 97.28/
N13/ 1.78 / 97.28/ N14/ 2.33 / 97.28/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.01 / 113.51/
N30/ 0.02 / 105.52/ N31/ 0.08 / 97.58/ N32/ 0.15 / 94.95/
N33/ 0.01 / 97.52/ N34/ 0.07 / 94.14/ N35/ 0.15 / 94.12/
N36/ 0.06 / 93.04/ N37/ 0.06 / 92.37/ N38/ 0.20 / 92.20/
N39/ 0.22 / 92.20/ N41/ 0.12 / 92.00/ N42/ 0.11 / 91.59/
N43/ 0.13 / 90.78/ N44/ 0.09 / 90.09/ N45/ 0.14 / 89.84/
N69/ 0.09 / 87.77/ N46/ 0.14 / 89.48/ N47/ 0.14 / 89.46/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.02 / 89.95/ N53/ 0.00 / 89.53/
N54/ 0.10 / 89.28/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.01 / 90.51/ N62/ 0.02 / 88.94/
N63/ 0.00 / 95.75/ N64/ 0.14 / 88.77/ N65/ 0.11 / 88.19/
N66/ 0.22 / 88.00/ N67/ 0.39 / 88.00/ N68/ 0.10 / 87.94/
D1/ 0.04 / 88.79/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.01*/ L26/ 0.01 /
L27/ 0.01*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
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/ 0.03 /
4445/ 0.02*/ 4546/ 0.02 / 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.03*/ 5657/ 0.00*/
5758/ 0.00*/ 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.03 /
6566/ 0.03 / 6667/ 0.03 / L595/ 0.03*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00*/ 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.03 / FREE # 1/ 0.03 /
Conduit/ Velocity
L1/ 0.10 / L2/ 0.08 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.04 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.16 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.08 / L26/ 0.09 /
L27/ 0.03 / L28/ 0.07 / L29/ 0.03 /
L30/ 0.06 / L31/ 0.09 / L32/ 0.23 /
L33/ 0.02 / L34/ 0.05 / L35/ 0.25 /
L36/ 0.41 / W2637/ 0.00 / L37/ 0.08 /
L38/ 0.08 / L39/ -0.06 / L41/ 0.14 /
4243/ 0.22 / 4344/ 0.24 / 6869/ 0.11 /
4445/ 0.12 / 4546/ 0.39 / 4647/ 0.12 /
4754/ 0.24 / 4849/ 0.06 / 4950/ 0.02 /
5051/ 0.07 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.11 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.42 /
6566/ 0.23 / 6667/ 0.04 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.31 / 5663ova/ 0.00 /
5663und/ 0.28 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.34 / 6768ova/ 0.00 /
6768und/ 0.54 /
Conduit/ Width
L1/ 0.09 / L2/ 0.11 / L3/ 0.15 /
L4/ 0.86 / L5/ 2.87 / L6/ 5.14 /
L7/ 10.78 / L8/ 16.94 / L9/ 2.05 /
L10/ 5.88 / L11/ 10.49 / L12/ 12.66 /
L13/ 13.27 / L14/ 0.49 / L15/ 4.28 /
L24/ 0.97 / L25/ 1.29 / L26/ 0.97 /
L27/ 1.44 / L28/ 0.21 / L29/ 0.50 /
L30/ 2.57 / L31/ 2.21 / L32/ 0.89 /
L33/ 0.07 / L34/ 4.57 / L35/ 0.77 /
L36/ 0.53 / W2637/ 0.01 / L37/ 1.76 /
L38/ 2.27 / L39/ 2.39 / L41/ 2.02 /
4243/ 1.53 / 4344/ 1.50 / 6869/ 2.71 /
4445/ 2.65 / 4546/ 0.77 / 4647/ 2.44 /
4754/ 1.51 / 4849/ 0.25 / 4950/ 0.54 /
5051/ 0.28 / 5152/ 0.55 / 5253/ 0.22 /
5354/ 1.46 / 5462/ 3.00 / 5657/ 0.15 /
5758/ 0.26 / 5859/ 0.08 / 5960/ 0.10 /
6061/ 0.44 / 6162/ 0.04 / 6465/ 0.87 /
6566/ 1.22 / 6667/ 4.26 / L595/ 4.58 /
5556ova/ 0.01 / 5556unda/ 0.15 / 5663ova/ 0.03 /
5663und/ 0.15 / 6364ova/ 0.01 / 6364und/ 0.29 /
6264ova/ 0.01 / 6264und/ 0.56 / 6768ova/ 0.01 /
6768und/ 0.52 /
Junction/ EGL
N1/ 0.02 / N2/ 0.02 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.58 / N12/ 1.18 /
N13/ 1.78 / N14/ 2.33 / N15/ 2.73 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.08 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.02 / N31/ 0.08 / N32/ 0.15 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.15 /
N36/ 0.07 / N37/ 0.07 / N38/ 0.20 /
N39/ 0.22 / N41/ 0.12 / N42/ 0.11 /
N43/ 0.13 / N44/ 0.09 / N45/ 0.14 /
N69/ 0.09 / N46/ 0.15 / N47/ 0.14 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.02 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.01 / N62/ 0.02 /
N63/ 1.26 / N64/ 0.15 / N65/ 0.12 /
N66/ 0.23 / N67/ 0.39 / N68/ 0.12 /
D1/ 0.04 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.27 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.72 / N12/ 12.72 /
N13/ 12.72 / N14/ 12.72 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.49 /
N30/ 4.48 / N31/ 12.42 / N32/ 15.05 /
N33/ 12.48 / N34/ 15.86 / N35/ 15.88 /
N36/ 16.96 / N37/ 17.63 / N38/ 17.80 /
N39/ 17.80 / N41/ 18.00 / N42/ 18.41 /
N43/ 19.22 / N44/ 19.91 / N45/ 20.16 /
N69/ 22.23 / N46/ 20.52 / N47/ 10.54 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.05 / N53/ 9.47 /
N54/ 9.72 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.49 / N62/ 10.06 /
N63/ 3.25 / N64/ 10.23 / N65/ 10.81 /
N66/ 11.00 / N67/ 11.00 / N68/ 11.06 /
D1/ 21.21 /
Junction/ Max Volume
N1/ 0.86 / N2/ 0.69 / N3/ 0.78 /
N4/ 1.04 / N5/ 1.00 / N6/ 0.74 /
N7/ 1.29 / N8/ 1.82 / N9/ 2.25 /
N10/ 1.91 / N11/ 0.95 / N12/ 1.55 /
N13/ 2.15 / N14/ 2.71 / N15/ 0.53 /
N24/ 0.73 / N25/ 0.69 / N26/ 1.09 /
N27/ 0.65 / N28/ 0.39 / N29/ 0.48 /
N30/ 0.51 / N31/ 0.86 / N32/ 1.21 /
N33/ 0.40 / N34/ 1.00 / N35/ 1.00 /
N36/ 0.74 / N37/ 1.09 / N38/ 1.38 /
N39/ 1.34 / N41/ 1.32 / N42/ 1.32 /
N43/ 1.17 / N44/ 1.28 / N45/ 1.54 /
N69/ 1.93 / N46/ 1.85 / N47/ 1.85 /
N48/ 0.58 / N49/ 0.75 / N50/ 0.83 /
N51/ 1.09 / N52/ 1.23 / N53/ 1.63 /
N54/ 1.98 / N55/ 1.12 / N56/ 1.15 /
N57/ 0.03 / N58/ 0.20 / N59/ 0.22 /
N60/ 0.14 / N61/ 0.66 / N62/ 2.24 /
N63/ 1.32 / N64/ 1.31 / N65/ 1.80 /
N66/ 2.06 / N67/ 2.20 / N68/ 1.93 /
D1/ 2.41 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.57 / L6/ 1.85 /
L7/ 6.63 / L8/ 14.36 / L9/ 0.03 /
L10/ 2.62 / L11/ 5.05 / L12/ 9.65 /
L13/ 11.84 / L14/ 0.03 / L15/ 0.32 /
L24/ 0.04 / L25/ 0.06 / L26/ 0.06 /
L27/ 0.15 / L28/ 0.01 / L29/ 0.04 /
L30/ 0.19 / L31/ 0.14 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.30 / L35/ 0.06 /
L36/ 0.04 / W2637/ 0.00 / L37/ 0.18 /
L38/ 0.24 / L39/ 0.37 / L41/ 0.15 /
4243/ 0.10 / 4344/ 0.09 / 6869/ 0.25 /
4445/ 0.19 / 4546/ 0.06 / 4647/ 0.21 /
4754/ 0.10 / 4849/ 0.01 / 4950/ 0.03 /
5051/ 0.01 / 5152/ 0.04 / 5253/ 0.01 /
5354/ 0.12 / 5462/ 0.22 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.01 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.12 / 6667/ 0.69 / L595/ 0.34 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.02 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Final Volume
L1/ 0.04 / L2/ 0.05 / L3/ 0.10 /
L4/ 1.36 / L5/ 5.67 / L6/ 18.90 /
L7/ 69.67 / L8/ 143.59 / L9/ 0.31 /
L10/ 26.24 / L11/ 83.33 / L12/ 159.24 /
L13/ 207.21 / L14/ 0.29 / L15/ 4.14 /
L24/ 0.80 / L25/ 1.03 / L26/ 0.88 /
L27/ 2.24 / L28/ 1.94 / L29/ 5.81 /
L30/ 29.06 / L31/ 12.29 / L32/ 1.26 /
L33/ 0.01 / L34/ 5.24 / L35/ 1.26 /
L36/ 0.64 / W2637/ 0.00 / L37/ 4.22 /
L38/ 3.42 / L39/ 3.73 / L41/ 7.99 /
4243/ 6.03 / 4344/ 4.65 / 6869/ 5.02 /
4445/ 6.15 / 4546/ 1.52 / 4647/ 4.12 /
4754/ 3.25 / 4849/ 0.13 / 4950/ 0.17 /
5051/ 0.21 / 5152/ 0.21 / 5253/ 0.18 /
5354/ 3.54 / 5462/ 2.69 / 5657/ 0.00 /
5758/ 0.19 / 5859/ 0.05 / 5960/ 0.04 /
6061/ 0.15 / 6162/ 0.05 / 6465/ 2.02 /
6566/ 4.10 / 6667/ 34.49 / L595/ 2.05 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.06 / 6364ova/ 0.00 / 6364und/ 2.17 /
6264ova/ 0.00 / 6264und/ 0.69 / 6768ova/ 0.00 /
6768und/ 0.47 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.30 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.05 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.03 /
L27/ 0.05 / L28/ 0.01 / L29/ 0.01 /
L30/ 0.04 / L31/ 0.06 / L32/ 0.06 /
L33/ 0.00 / L34/ 0.06 / L35/ 0.05 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.07 /
4243/ 0.06 / 4344/ 0.05 / 6869/ 0.08 /
4445/ 0.06 / 4546/ 0.07 / 4647/ 0.07 /
4754/ 0.06 / 4849/ 0.00 / 4950/ 0.01 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.01 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.15 / L595/ 0.02 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.01 / 6364ova/ 0.00 / 6364und/ 0.04 /
6264ova/ 0.00 / 6264und/ 0.05 / 6768ova/ 0.00 /
6768und/ 0.04 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.73 L2/ 101.73/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.28 L11/ 97.28/ 97.28 L12/ 97.28/ 97.28/
L13/ 97.28/ 97.28 L14/ 97.28/ 97.19 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.20 L28/ 120.51/ 113.51 L29/ 113.51/ 105.52/
L30/ 105.52/ 97.58 L31/ 97.58/ 94.95 L32/ 94.95/ 94.14/
L33/ 97.52/ 97.12 L34/ 94.14/ 94.12 L35/ 94.12/ 93.04/
L36/ 93.04/ 92.37 W2637/ 92.37/ 92.37 L37/ 92.37/ 92.20/
L38/ 92.20/ 92.20 L39/ 92.19/ 92.20 L41/ 92.00/ 91.59/
4243/ 91.59/ 90.78 4344/ 90.78/ 90.09 6869/ 87.94/ 87.77/
4445/ 90.09/ 89.84 4546/ 89.84/ 89.48 4647/ 89.48/ 89.46/
4754/ 89.46/ 89.28 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.95 5253/ 89.95/ 89.53/
5354/ 89.53/ 89.28 5462/ 89.28/ 88.94 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.51 6162/ 90.51/ 88.94 6465/ 88.77/ 88.19/
6566/ 88.19/ 88.00 6667/ 88.00/ 88.00 L595/ 88.94/ 88.79/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.77/ 88.77 6364und/ 95.75/ 88.77/
6264ova/ 88.77/ 88.77 6264und/ 88.79/ 88.77 6768ova/ 87.94/ 87.94/
6768und/ 88.00/ 87.94
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 19221
Total number of time steps during simulation.... 11433
Ratio of actual # of time steps / NTCYC......... 2.647
Average number of iterations per time step...... 1.681
Average time step size(seconds)................ 1.889
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 2.849
Average minimum implicit time step (sec)........ 2.470
Average minimum junction time step (sec)........ 2.470
Average Courant Factor Tf....................... 2.470
Number of times omega reduced................... 252
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N1 0 1.11 12676 1 13 1 0 0
N2 0 1.12 12817 3 7 0 0 0
N3 0 1.12 12766 0 8 0 0 0
N4 0 1.13 12936 0 7 0 0 0
N5 0 1.22 13973 0 12 1 0 0
N6 0 1.57 17975 0 12 1 0 0
N7 0 2.30 26273 0 12 4 0 0
N8 0 3.00 34348 120 16 55 0 0
N9 0 2.43 27801 34 12 18 0 0
N10 0 1.13 12899 1 8 0 0 0
N11 0 1.64 18725 0 31 1 1 0
N12 0 2.39 27354 0 39 1 1 0
N13 0 2.76 31541 0 11 2 0 0
N14 0 2.18 24965 6 11 2 0 0
N15 0 1.08 12364 0 7 0 0 0
N24 0 1.12 12795 0 14 1 0 0
N25 0 1.09 12481 0 8 0 0 0
N26 0 1.27 14524 1 10 1 0 0
N27 0 1.13 12928 0 7 0 0 0
N28 0 1.07 12259 0 6 0 0 0
N29 0 1.12 12835 1 13 1 0 0
N30 0 1.15 13178 0 14 1 0 0
N31 0 1.09 12455 0 15 2 0 0
N32 0 1.11 12704 0 7 0 0 0
N33 0 1.10 12576 0 8 0 0 0
N34 0 1.15 13172 1 7 0 0 0
N35 0 1.20 13699 0 7 0 0 0
N36 0 1.12 12761 0 7 0 0 0
N37 0 1.19 13574 0 7 0 0 0
N38 0 1.22 13909 0 19 1 0 0
N39 0 1.14 13006 0 9 0 0 0
N41 0 1.16 13298 0 9 0 0 0
N42 0 1.17 13360 2 18 1 0 0
N43 0 1.16 13279 0 7 0 0 0
N44 0 1.16 13210 0 7 0 0 0
N45 0 1.16 13240 0 7 0 0 0
N69 0 1.26 14349 4 8 0 0 0
N46 0 1.19 13568 0 7 0 0 0
N47 0 1.18 13514 0 7 0 0 0
N48 0 1.18 13514 0 9 0 0 0
N49 0 1.53 17464 0 8 0 0 0
N50 0 1.45 16621 0 7 0 0 0
N51 0 1.78 20347 0 7 0 0 0
N52 0 1.76 20098 0 7 0 0 0
N53 0 1.86 21238 0 7 0 0 0
N54 0 1.94 22128 1 10 1 0 0
N55 0 1.14 12989 0 8 0 0 0
N56 0 1.33 15258 0 11 1 0 0
N57 0 1.12 12830 0 5 0 0 0
N58 0 1.11 12698 0 30 1 1 0
N59 0 1.10 12608 1 7 0 0 0
N60 0 1.11 12715 0 7 0 0 0
N61 0 1.27 14532 0 6 0 0 0
N62 0 2.38 27226 0 8 0 0 0
N63 0 1.32 15058 8 24 46 0 0
N64 0 1.33 15239 1 24 41 0 0
N65 0 1.18 13509 0 6 0 0 0
N66 0 1.26 14435 0 6 0 0 0
N67 0 1.36 15564 0 9 0 0 0
N68 0 1.30 14826 0 10 1 0 0
D1 0 2.08 23751 67 9 0 0 0
Total number of iterations for all junctions.. 980735
Minimum number of possible iterations......... 697413
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 103.6899 0 25 0.0000 6.3101 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.3950 0 25 0.0000 7.6050 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 101.1629 0 25 0.0000 8.8371 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.5001 0 25 0.0000 9.4999 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 100.0353 0 25 0.0000 9.9647 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5969 0 25 0.0000 10.4031 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.6158 0 25 0.0000 10.3842 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.6163 0 25 0.0000 10.3837 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.6172 0 25 0.0000 10.3828 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.9125 0 25 0.0000 11.0875 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.6504 0 25 0.0000 12.3496 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.6538 0 25 0.0000 12.3462 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.6549 0 25 0.0000 12.3451 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.6555 0 25 0.0000 12.3445 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.9928 0 25 0.0000 15.0072 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.7585 0 26 0.0000 15.2415 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.2794 0 25 0.0000 15.7206 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.9434 0 26 0.0000 16.0566 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.3896 0 27 0.0000 16.6104 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.8861 0 26 0.0000 9.1139 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.9838 0 26 0.0000 6.0162 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 106.0075 0 29 0.0000 3.9925 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.3579 0 31 0.0000 11.6421 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 96.0124 0 34 0.0000 13.9876 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.9057 0 25 0.0000 12.0943 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 95.0660 0 35 0.0000 14.9340 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.9666 0 35 0.0000 15.0334 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.7174 0 35 0.0000 16.2826 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.3968 0 27 0.0000 16.6032 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.3808 0 27 0.0000 16.6192 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 93.3189 0 28 0.0000 16.6811 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 93.1995 0 28 0.0000 16.8005 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.7953 0 29 0.0000 17.2047 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.8247 0 28 0.0000 18.1753 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 91.2756 0 35 0.0000 18.7244 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 91.2354 0 35 0.0000 18.7646 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 89.6128 0 38 0.0000 20.3872 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 91.1936 0 35 0.0000 18.8064 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 91.1682 0 35 0.0000 8.8318 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 91.1650 0 35 0.0000 7.8350 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 91.1608 0 35 0.0000 7.8392 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 91.1602 0 35 0.0000 7.8398 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 91.1590 0 35 0.0000 7.8410 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 91.1588 0 35 0.0000 7.8412 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 91.1588 0 35 0.0000 7.8412 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 91.1586 0 35 0.0000 7.8414 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 100.0398 0 25 0.0000 9.9602 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5511 0 25 0.0000 10.4489 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2597 0 25 0.0000 10.7403 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.6399 0 25 0.0000 6.3601 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.8234 0 25 0.0000 7.1766 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.3043 0 26 0.0000 7.6957 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 91.1586 0 36 0.0000 7.8414 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 91.1572 0 35 0.0000 7.8428 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0704 0 25 0.0000 1.9296 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.9355 0 36 0.0000 9.0645 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.8799 0 37 0.0000 9.1201 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.8432 0 37 0.0000 9.1568 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.8150 0 38 0.0000 9.1850 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 89.7729 0 38 0.0000 9.2271 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 91.1568 0 35 0.0000 18.8432 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 1.5173 0 25 1.0666 0 25 0.0638 103.6899 102.3950 .4299 .3425
L2 31.3792 2.1255 2000.000 1.5046 0 25 0.9534 0 25 0.0480 102.3950 101.1629 .3425 .3915
L3 21.1637 1.3610 2000.000 1.4937 0 25 0.6145 0 25 0.0706 101.1629 100.5001 .3915 .5201
L4 14.8201 1.0611 2000.000 2.8500 0 25 0.7250 0 25 0.1923 100.5001 100.0353 .5201 .4976
L5 14.1212 0.8828 2000.000 2.8360 0 25 0.8191 0 25 0.2008 100.0353 99.5969 .4976 .3685
L6 107.6004 6.2304 2000.000 2.8971 0 25 0.6858 0 25 0.0269 99.5969 99.6158 .3685 .6429
L7 212.9831 7.4760 2500.000 2.8970 0 25 0.2600 0 25 0.0136 99.6158 99.6163 .5143 .7265
L8 226.7844 7.2108 2500.000 3.2828 0 25 0.1555 0 25 0.0145 99.6163 99.6172 .7265 .8989
L9 5.4768 0.2939 750.0000 3.1911 0 25 0.5510 0 25 0.5827 99.6172 99.4198 .5296 .2798
L10 230.8083 6.4936 2000.000 3.1890 0 25 0.5295 0 25 0.0138 98.9125 97.6504 .1063 .4752
L11 134.5580 5.4446 2000.000 3.2123 0 25 0.3288 0 25 0.0239 97.6504 97.6538 .4752 .7769
L12 167.9513 6.1273 2500.000 3.2569 0 25 0.2175 0 25 0.0194 97.6538 97.6549 .6215 .8620
L13 106.1819 4.1029 2750.000 4.4259 0 25 0.2451 0 25 0.0417 97.6549 97.6555 .7836 .9838
L14 3.7006 0.2681 800.0000 4.3930 0 25 0.8615 0 25 1.1871 97.6555 97.5329 .6444 .5036
L15 41.4767 1.7783 1500.000 4.3873 0 25 0.6702 0 25 0.1058 94.9928 94.7585 .3552 .4857
L24 46.8109 1.7908 2000.000 4.3667 0 26 0.8378 0 26 0.0933 94.7585 94.2794 .3643 .3447
L25 97.5504 2.8627 2500.000 5.6459 0 25 0.7916 0 25 0.0579 94.2794 93.9434 .2758 .4374
L26 39.8090 1.2386 3000.000 5.4156 0 26 1.1743 0 26 0.1360 93.9434 93.3896 .3645 .2165
L27 416.5903 6.9969 3500.000 5.4120 0 26 0.9623 0 15 0.0130 93.3896 93.3808 .1856 .3945
L28 142.9406 2.4129 2000.000 1.4011 0 26 0.7735 0 35 0.0098 120.8861 113.9838 .1931 .2419
L29 111.2914 2.2238 2000.000 2.6578 0 27 1.0940 0 25 0.0239 113.9838 106.0075 .2419 .2537
L30 121.4510 2.4983 2000.000 3.5253 0 30 0.7044 0 23 0.0290 106.0075 98.3579 .2537 .4290
L31 81.3908 1.8198 2000.000 4.8361 0 31 0.5528 0 17 0.0594 98.3579 96.0124 .4290 .6062
L32 10.6189 1.0497 1500.000 5.0452 0 34 1.0110 0 34 0.4751 96.0124 95.0660 .8083 .6640
L33 13.2107 0.8025 900.0000 0.5521 0 25 0.4024 0 25 0.0418 97.9057 97.3448 .4396 .2498
L34 27.1462 0.7567 2000.000 5.3045 0 34 0.4206 0 34 0.1954 95.0660 94.9666 .4980 .4983
L35 151.1332 2.3985 2800.000 5.3028 0 35 0.8336 0 35 0.0351 94.9666 93.7174 .3559 .2634
L36 604.2278 7.2058 3400.000 5.5268 0 35 1.4638 0 14 0.0091 93.7174 93.3968 .2169 .3196
W2637 41.0450 1.2356 2000.000 0.2192 0 26 0.3144 0 26 0.0053 93.9434 93.7181 .1117 .0490
L37 268.7941 4.1638 3600.000 5.5847 0 35 0.6357 0 46 0.0208 93.3968 93.3808 .3019 .3836
L38 20.3679 0.8611 2000.000 10.3917 0 27 0.9318 0 25 0.5102 93.3808 93.3189 .6904 .6694
L39 220.6626 2.1612 4000.000 -10.3555 0 27 -0.8763 0 25 -0.0469 93.3189 93.1995 .2847 .3049
L41 24.3580 0.8853 2000.000 10.3035 0 28 0.7371 0 27 0.4230 93.1995 92.7953 .6597 .6577
4243 57.3946 1.4914 2000.000 10.7868 0 29 0.7620 0 29 0.1879 92.7953 91.8247 .6577 .5873
4344 63.4676 1.7564 2000.000 11.0448 0 30 0.8747 0 27 0.1740 91.8247 91.2756 .5873 .6378
6869 43.1813 0.6276 2800.000 14.2081 0 38 0.5754 0 38 0.3290 89.7729 89.6128 .6903 .6903
4445 86.8567 1.9041 2500.000 10.6175 0 32 0.6397 0 25 0.1222 91.2756 91.2354 .5102 .6142
4546 96.3889 3.0307 2500.000 10.5731 0 32 1.0489 0 15 0.1097 91.2354 91.1936 .6142 .7414
4647 19.5453 0.7456 2500.000 10.4795 0 33 1.0904 0 21 0.5362 91.1936 91.1682 .7414 .7393
4754 69.8137 1.6227 2500.000 10.5790 0 33 0.8510 0 20 0.1515 91.1682 91.1586 .7393 .7915
4849 68.7768 2.2981 2000.000 1.8981 0 25 0.9461 0 25 0.0276 91.1650 91.1608 .2925 .3754
4950 88.3261 2.2234 2360.000 1.8962 0 25 0.7389 0 25 0.0215 91.1608 91.1602 .3181 .3518
5051 69.6722 2.5632 2000.000 2.6206 0 25 1.0083 0 23 0.0376 91.1602 91.1590 .4151 .5445
5152 86.0599 3.2001 2000.000 2.4084 0 24 0.9268 0 23 0.0280 91.1590 91.1588 .5445 .6144
5253 70.2593 2.7867 2000.000 2.4660 0 23 1.1798 0 17 0.0351 91.1588 91.1588 .6144 .8144
5354 215.9379 3.0206 2500.000 1.6520 0 17 0.4549 0 13 0.0077 91.1588 91.1586 .6515 .7595
5462 217.9611 2.6925 2500.000 12.1490 0 35 0.2739 2 42 0.0557 91.1586 91.1572 .7595 .8949
5657 69.9273 5.9238 Section 4
400.0000 0.3410 0 25 0.5767 0 25 0.0049 99.5511 99.2597 .0527 .0742
5758 51.4571 6.0705 500.0000 0.3318 0 25 0.2096 0 25 0.0064 99.2597 92.6399 .0594 .3997
5859 18.9395 2.2745 1000.000 0.7977 0 26 0.9572 0 26 0.0421 92.6399 91.8234 .1999 .2234
5960 27.1929 2.5298 1000.000 0.9437 0 25 0.8559 0 25 0.0347 91.8234 91.3043 .2234 .1443
6061 52.8129 3.1658 1000.000 0.9404 0 26 0.2139 0 25 0.0178 91.3043 91.1586 .1443 .6586
6162 84.2671 4.7255 2000.000 1.0553 0 27 1.3515 0 12 0.0125 91.1586 91.1572 .3293 1.118 *
6465 90.4168 2.4565 2400.000 13.8280 0 35 0.9888 0 34 0.1529 89.9355 89.8799 .5440 .7500
6566 57.6108 1.7304 2400.000 13.7377 0 36 0.7588 0 15 0.2385 89.8799 89.8432 .7500 .8597
6667 54.3218 0.8545 2400.000 14.2786 0 37 0.2890 0 8 0.2629 89.8432 89.8150 .8597 .9187
L595 217.9611 2.6925 2500.000 12.6644 0 35 0.1915 0 1 0.0581 91.1572 91.1567 .8949 .9627
5556ova 8.0165 3.7039 500.0000 0.4873 0 25 1.5694 0 25 0.0608 100.0398 99.5893 .3797 .3786
5556unda 0.2730 2.4721 375.0000 0.2284 0 25 2.0427 0 25 0.8365 100.0398 99.5511 2.986 2.882
5663ova 7.0634 3.0050 500.0000 0.3975 0 25 1.2231 0 25 0.0563 99.5511 98.1504 .3022 .3007
5663und 0.2114 1.9145 375.0000 0.2360 0 25 2.1622 0 25 1.1163 99.5511 97.3428 3.069 .9141
6364ova 109.2892 6.1392 1800.000 0.5608 0 25 0.8383 0 25 0.0051 97.0704 89.9657 .0391 .0365
6364und 0.6735 4.2350 450.0000 0.6288 0 14 3.9215 0 14 0.9336 97.0704 89.9355 2.934 2.901
6264ova 48.9163 1.4846 800.0000 6.0127 0 35 1.0414 0 36 0.1229 91.1567 91.0920 .3459 .2900
6264und 3.2349 3.4667 1090.000 3.3579 0 31 3.5154 0 30 1.0380 91.1567 89.9355 2.208 1.197
6768ova 22.4678 1.2234 600.0000 12.9362 0 37 1.3024 0 33 0.5758 89.8150 89.7729 .6916 .6549
6768und 3.2349 3.4667 1090.000 2.0521 0 25 2.1582 0 25 0.6343 89.8150 89.7729 1.701 1.773
FREE # 1 Undefnd Undefnd Undefn 14.2081 0 38
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
L1 0.0000 360.0000 0.0000 0.0000 0.3154 1.4225 0.8199
L2 0.0000 360.0000 0.0000 0.0000 0.3338 1.5799 0.6988
L3 0.0000 360.0000 0.0000 0.0000 0.4160 2.4340 0.5594
L4 0.0000 360.0000 0.0000 0.0000 0.5134 3.9352 0.7367
L5 0.0000 360.0000 0.0000 0.0000 0.4719 3.4730 0.7072
L6 0.0000 360.0000 0.0000 0.0000 0.4570 4.2424 0.6891
L7 0.0000 360.0000 0.0000 0.0000 0.7569 11.1691 0.4018
L8 0.0000 360.0000 0.0000 0.0000 1.0293 21.1167 0.3155
L9 0.0000 0.0000 0.0000 360.0000 0.2098 5.7929 0.1671
L10 0.0000 360.0000 0.0000 0.0000 0.4063 6.0255 0.3075
L11 0.0000 360.0000 0.0000 0.0000 0.6105 9.7916 0.4105
L12 0.0000 360.0000 0.0000 0.0000 0.9025 14.9757 0.4022
L13 0.0000 360.0000 0.0000 0.0000 0.8747 18.0606 0.5954
L14 0.0000 0.0000 0.0000 360.0000 0.2635 5.1009 0.3955
L15 0.0000 360.0000 0.0000 0.0000 0.4440 6.5613 0.4218
L24 0.0000 360.0000 0.0000 0.0000 0.4052 5.2142 0.5933
L25 0.0000 360.0000 0.0000 0.0000 0.5632 7.1399 0.7048
L26 0.0000 360.0000 0.0000 0.0000 0.5349 4.6119 1.0185
L27 0.0000 360.0000 0.0000 0.0000 0.5146 6.0720 0.9155
L28 0.0000 360.0000 0.0000 0.0000 0.2455 1.8810 0.3246
L29 0.0000 360.0000 0.0000 0.0000 0.3393 2.4412 0.5348
L30 0.0000 360.0000 0.0000 0.0000 0.3483 5.2005 0.4647
L31 0.0000 360.0000 0.0000 0.0000 0.3979 10.4518 0.4872
L32 0.0000 360.0000 0.0000 0.0000 0.4810 4.9902 1.1164
L33 0.0000 0.0000 0.0000 360.0000 0.1314 1.3718 0.1243
L34 0.0000 360.0000 0.0000 0.0000 0.5824 12.6126 0.4190
L35 0.0000 360.0000 0.0000 0.0000 0.2934 6.3613 0.7227
L36 0.0000 360.0000 0.0000 0.0000 0.3202 7.3338 0.7551
W2637 337.6889 0.0000 0.0000 22.3111 0.0993 0.6970 0.0505
L37 0.0000 360.0000 0.0000 0.0000 0.6628 9.9732 0.7201
L38 0.0000 360.0000 0.0000 0.0000 0.6734 11.3064 1.2524
L39 0.0000 137.7917 222.2083 0.0000 0.7138 11.9463 1.0238
L41 0.0000 360.0000 0.0000 0.0000 0.8432 13.9964 0.9693
4243 0.0000 360.0000 0.0000 0.0000 0.5185 14.1647 0.9481
4344 1.2083 358.7917 0.0000 0.0000 0.5512 13.4438 1.0010
6869 8.3333 351.6667 0.0000 0.0000 0.8485 24.6931 1.1121
4445 0.2083 359.7917 0.0000 0.0000 0.9484 19.6248 0.7659
4546 0.2083 359.7917 0.0000 0.0000 0.8915 16.0060 1.1349
4647 1.1250 358.8750 0.0000 0.0000 1.0227 15.4019 1.2680
4754 0.2083 359.7917 0.0000 0.0000 1.0549 26.4784 0.7671
4849 0.2083 359.7917 0.0000 0.0000 0.3923 4.5237 0.3859
4950 0.2917 359.7083 0.0000 0.0000 0.5506 6.0623 0.3099
5051 0.2083 359.7917 0.0000 0.0000 0.6153 8.5276 0.4341
5152 0.8750 359.1250 0.0000 0.0000 0.7434 11.1880 0.3833
5253 0.2083 359.7917 0.0000 0.0000 0.8006 13.4636 0.4410
5354 0.2083 356.1667 0.0000 3.6250 1.3445 45.8338 0.0934
5462 3.7500 356.2500 0.0000 0.0000 1.3493 59.0249 0.4254
5657 337.7667 22.2333 0.0000 0.0000 0.0199 0.5931 0.0146
5758 262.5833 97.4167 0.0000 0.0000 0.0963 1.5904 0.0239
5859 0.2083 359.7917 0.0000 0.0000 0.1586 0.8343 0.2023
5960 0.2083 359.7917 0.0000 0.0000 0.1265 1.1028 0.1572
6061 0.9583 359.0417 0.0000 0.0000 0.2514 4.6616 0.0796
6162 0.2083 359.7917 0.0000 0.0000 0.6096 8.5769 0.5333
6465 0.2083 359.7917 0.0000 0.0000 0.7809 14.1474 1.5220
6566 0.9583 359.0417 0.0000 0.0000 1.0205 22.3562 1.1892
6667 0.2083 359.7917 0.0000 0.0000 1.1135 50.5406 0.6033
L595 0.9583 359.0417 0.0000 0.0000 1.3822 71.0201 0.4136
5556ova 321.4619 22.6365 0.0000 15.9016 0.0829 0.3121 0.2962
5556unda 0.2083 60.2583 0.0000 299.5333 0.1122 0.1137 2.2475
5663ova 315.7333 0.0000 0.0000 44.2667 0.0818 0.3252 0.1842
5663und 0.2083 0.0000 0.0000 359.7917 0.1116 0.1092 1.6150
6364ova 332.0938 6.4167 0.0000 21.4896 0.0673 0.6691 0.0570
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1641 4.9030
6264ova 322.0333 0.0000 0.0000 37.9667 0.1665 5.7782 0.2647
6264und 1.5000 358.5000 0.0000 0.0000 0.3304 0.9573 6.4153
6768ova 293.3542 15.6833 0.0000 50.9625 0.2793 10.3434 0.5053
6768und 8.2500 351.7500 0.0000 0.0000 0.3315 0.9577 3.0201
*===========================================*
| 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 0.1164 2513.3954 0.0017 1.0000 0.3218 0.0966 0.2212 12.0192
L2 0.1165 2516.9667 0.0018 1.0000 0.2750 0.0969 0.2562 12.0192
L3 0.1167 2519.8555 0.0019 1.0000 0.1736 0.1204 0.3963 12.0192
L4 0.2198 4747.9875 0.0031 1.0000 0.1039 0.1606 0.7030 12.0192
L5 0.2203 4757.9527 0.0035 1.0000 0.0701 0.2482 1.1092 12.0192
L6 0.2203 4759.3686 0.0091 1.0000 0.0408 0.3411 2.4493 2.8177
L7 0.2203 4758.3904 0.0111 1.0000 0.0108 0.6214 7.8005 2.8047
L8 0.2475 5346.5256 0.0183 1.0000 0.0051 0.8739 16.1315 2.8045
L9 0.2476 5347.6322 0.0039 1.0000 0.2473 0.0558 1.1464 6.0096
L10 0.2477 5349.8965 0.0039 1.0000 0.0771 0.2664 3.7879 6.2167
L11 0.2472 5340.3828 0.0061 1.0000 0.0158 0.5012 6.9233 2.8092
L12 0.2461 5315.2952 0.0092 1.0000 0.0077 0.7919 11.8037 2.8070
L13 0.3384 7309.2719 0.0105 1.0000 0.0074 0.8516 14.2257 2.8096
L14 0.3379 7298.1584 0.0043 1.0000 0.2523 0.1230 1.0538 6.0095
L15 0.3384 7308.9712 0.0047 1.0000 0.1251 0.1392 1.5631 8.0371
L24 0.3387 7315.7165 0.0044 1.0000 0.2371 0.1040 0.9321 8.0128
L25 0.4434 9578.0758 0.0063 1.0000 0.1831 0.1495 1.3888 8.0338
L26 0.4411 9527.4877 0.0053 1.0000 0.2677 0.1564 0.9346 8.0128
L27 0.4418 9542.8696 0.0059 1.0000 0.1503 0.1857 1.4725 4.0064
L28 0.1356 2928.4522 0.0016 1.0000 0.3763 0.0753 0.3572 8.0128
L29 0.2532 5469.9487 0.0026 1.0000 0.3218 0.1017 0.5513 8.0128
L30 0.4312 9313.3587 0.0035 1.0000 0.2526 0.1624 1.3311 8.0128
L31 0.6076 13123.257 0.0050 1.0000 0.1569 0.1876 2.3660 8.0128
L32 0.6562 14174.777 0.0048 1.0000 0.2715 0.2186 1.3049 10.0160
L33 0.0377 813.9325 0.0008 1.0000 0.3434 0.0353 0.1834 12.0192
L34 0.6956 15024.500 0.0051 1.0000 0.0706 0.2641 4.2817 10.0160
L35 0.6969 15053.298 0.0050 1.0000 0.3155 0.1536 1.6330 10.0160
L36 0.7311 15791.442 0.0057 1.0000 0.5539 0.1297 1.3931 3.6058
W2637 0.0034 73.1322 0.0002 0.1015 0.0366 0.0043 0.0254 0.1000
L37 0.7368 15914.511 0.0053 1.0000 0.1808 0.2350 2.3631 3.6058
L38 1.1812 25514.307 0.0103 1.0000 0.1695 0.2665 2.6654 3.6058
L39 -1.1824 -25538.99 0.0101 1.0000 0.0000 0.2575 3.0612 8.0128
L41 1.1881 25664.014 0.0096 1.0000 0.1598 0.2879 3.6516 8.0128
4243 1.2586 27184.976 0.0099 0.9993 0.2330 0.2148 3.1352 4.9841
4344 1.2669 27364.007 0.0100 0.9971 0.2621 0.2121 3.1357 0.0750
6869 1.9600 42335.667 0.0130 0.9823 0.1239 0.3998 6.7610 0.1464
4445 1.2984 28046.418 0.0095 0.9994 0.1326 0.3228 5.5264 4.5358
4546 1.3250 28619.331 0.0095 0.9994 0.3037 0.3140 3.9670 3.2400
4647 1.3261 28643.245 0.0091 0.9974 0.1360 0.3918 4.3470 0.0509
4754 1.3479 29115.365 0.0097 0.9994 0.2448 0.3602 6.8781 3.2399
4849 0.1550 3348.9375 0.0023 0.9994 0.2989 0.1008 0.8971 3.2399
4950 0.1550 3348.9595 0.0034 0.9992 0.1315 0.1465 1.3695 2.9849
5051 0.2085 4504.4748 0.0032 0.9994 0.3327 0.1592 1.8536 3.2399
5152 0.2085 4502.7942 0.0058 0.9978 0.1340 0.2113 2.6208 0.8924
5253 0.2249 4858.1829 0.0045 0.9994 0.4809 0.2299 3.1606 3.2399
5354 0.2264 4890.7439 0.0072 0.9993 0.0586 0.3993 12.4728 3.1150
5462 1.5770 34063.887 0.0213 0.9919 0.1904 0.4656 17.0186 0.0810
5657 0.0072 156.3009 0.0003 0.1001 0.1076 0.0010 0.0302 0.0200
5758 0.0072 156.5027 0.0004 0.4389 0.0240 0.0150 0.2379 0.0350
5859 0.0488 1054.0247 0.0010 0.9994 0.3806 0.0326 0.1374 3.8879
5960 0.0604 1305.4190 0.0010 0.9994 0.4258 0.0249 0.1691 3.2399
6061 0.0607 1312.1132 0.0011 0.9977 0.0810 0.0692 1.1270 1.2608
6162 0.0810 1749.4067 0.0025 0.9994 0.1664 0.1968 2.4428 3.2400
6465 1.8338 39610.798 0.0130 0.9994 0.3083 0.3147 4.2732 3.2399
6566 1.8357 39650.755 0.0130 0.9977 0.1643 0.4328 7.4077 1.5129
6667 1.9527 42178.743 0.0132 0.9994 0.0475 0.5375 18.0169 5.1839
L595 1.6571 35793.132 0.0476 0.9976 0.0986 0.5351 21.5506 0.0847
5556ova 0.0204 439.5958 0.0005 0.1774 0.1782 0.0107 0.0258 0.0201
5556unda 0.0344 743.0292 0.0003 0.9994 1.3456 0.0397 0.0321 0.9072
5663ova 0.0269 582.1183 0.0004 0.2076 0.1898 0.0119 0.0419 0.0201
5663und 0.0402 868.5855 0.0003 0.9994 1.2060 0.0455 0.0344 0.9072
6364ova 0.0209 451.1597 0.0005 0.1263 0.1284 0.0054 0.0535 0.0500
6364und 0.0851 1838.2380 0.0011 0.9994 1.1746 0.0687 0.0707 0.9072
6264ova 0.3018 6519.7905 0.0042 0.1992 0.1284 0.0213 0.6392 0.0200
6264und 1.3554 29276.630 0.0035 0.9968 0.6483 0.1880 0.4475 0.0140
6768ova 1.0689 23087.776 0.0090 0.3330 0.2288 0.0562 1.7664 0.0200
6768und 0.8895 19212.531 0.0034 0.9824 0.5148 0.1878 0.4856 0.0140
FREE # 1 1.9602 42340.380
*===============================================================*
| 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 1.5040 0.0000 1.2423 0.6364 0.8019 103.6887 102.3926 Max Flow
L2 1.4917 0.0000 0.9730 0.5540 0.6817 102.3929 101.1579 Max Flow
L3 1.4696 0.0000 0.4316 0.5497 0.7773 101.1582 100.4968 Max Flow
L4 2.8238 0.0000 0.4610 0.6411 1.0334 100.4971 100.0282 Max Flow
L5 2.7855 0.0000 0.4052 0.5589 1.0422 100.0286 99.5928 Max Flow
L6 2.7425 0.0000 0.0186 0.6347 0.5392 99.5929 99.6078 Max Flow
L7 2.7619 0.0000 0.0012 0.5866 0.4901 99.6078 99.6117 Max Flow
L8 3.1619 0.0000 0.0003 0.5944 0.5075 99.6117 99.6135 Max Flow
L9 3.1052 0.0000 0.1739 0.2076 0.5999 99.6135 99.4176 Max Flow
L10 3.0943 0.0000 0.0580 0.2498 0.2062 98.9088 97.6478 Max Flow
L11 3.0503 0.0000 0.0045 0.5441 0.4963 97.6478 97.6516 Max Flow
L12 3.0468 0.0000 0.0010 0.6247 0.5559 97.6516 97.6513 Max Flow
L13 4.3005 0.0000 0.0019 0.8759 0.8020 97.6515 97.6529 Max Flow
L14 4.2791 0.0000 0.0936 0.4024 0.6934 97.6529 97.5323 Max Flow
L15 4.2454 0.0000 0.2296 0.3254 0.5233 94.9839 94.7438 Max Flow
L24 4.1586 0.0000 0.4629 0.4926 0.7057 94.7439 94.2720 Max Flow
L25 5.5193 0.0000 0.2504 0.5189 0.6814 94.2725 93.9286 Max Flow
L26 5.2140 0.0000 0.4752 0.6349 1.2317 93.9286 93.3666 Max Flow
L27 5.1658 0.0000 0.0875 0.6607 0.6238 93.3671 93.3241 Max Flow
L28 1.3470 0.0000 5.1519 0.2795 0.3773 120.8786 113.9719 Max Flow
L29 2.5716 0.0000 7.9695 0.3551 0.4785 113.9622 106.0075 Max Flow
L30 3.5253 0.0000 2.8339 0.3826 0.5065 106.0075 98.3556 Max Flow
L31 4.8046 0.0000 0.7176 0.5643 0.8560 98.3555 95.9857 Max Flow
L32 5.0450 0.0000 0.8898 0.8080 1.1733 96.0124 95.0660 Max Flow
L33 0.5478 0.0000 0.5413 0.2241 0.3573 97.9052 97.3441 Max Flow
L34 5.3045 0.0000 0.0995 0.4488 0.9944 95.0660 94.9666 Max Flow
L35 5.3019 0.0000 1.1971 0.7601 0.9013 94.9666 93.7174 Max Flow
L36 5.5259 0.0000 0.1191 0.7376 0.7328 93.7174 93.3447 Max Flow
W2637 0.1836 0.0000 0.2060 0.0921 0.1829 93.9286 93.7121 Max Flow
L37 5.5838 0.0000 0.0375 0.6520 0.7764 93.3448 93.3217 Max Flow
L38 9.9199 0.0000 0.0557 0.9354 1.6212 93.3647 93.3048 Max Flow
L39 -0.0206 0.0000 -0.0109 0.0063 0.0199 92.1863 92.1971 Max Flow
L41 10.0760 0.0000 0.3962 0.7273 1.3075 93.1884 92.7936 Max Flow
4243 10.7201 0.0000 0.9548 0.8552 1.2746 92.7937 91.8183 Max Flow
4344 11.0437 0.0000 0.6383 0.8396 1.1705 91.8185 91.1823 Max Flow
6869 14.0585 0.0000 0.1602 0.9352 1.9284 89.7684 89.6084 Max Flow
4445 10.2598 0.0000 0.0654 0.6035 0.9124 91.1815 91.1253 Max Flow
4546 10.4163 0.0000 0.0563 0.9847 1.2198 91.2352 91.1922 Max Flow
4647 10.4214 0.0000 0.0257 0.8894 1.9532 91.1922 91.1663 Max Flow
4754 10.5652 0.0000 0.0115 0.7956 1.1553 91.1663 91.1569 Max Flow
4849 1.8827 0.0000 0.1861 0.3293 0.4145 90.9998 90.8037 Max Flow
4950 1.8690 0.0000 0.0385 0.2550 0.3422 90.8038 90.7715 Max Flow
5051 2.5974 0.0000 0.2019 0.3523 0.4399 90.7716 90.5645 Max Flow
5152 2.3824 0.0000 0.0213 0.2985 0.3450 90.5645 90.5559 Max Flow
5253 2.3736 0.0000 0.0257 0.3886 0.4488 90.5560 90.5463 Max Flow
5354 1.5499 0.0000 0.0001 0.1098 0.1763 91.1570 91.1569 Max Flow
5462 12.0654 0.0000 0.0025 0.3593 0.5046 91.1568 91.1554 Max Flow
5657 0.3341 0.0000 0.1507 0.0278 0.0199 99.5509 99.2590 Max Flow
5758 0.3160 0.0000 0.0608 0.0405 0.0276 99.2590 92.6334 Max Flow
5859 0.7507 0.0000 0.6689 0.1733 0.1929 92.6334 91.8199 Max Flow
5960 0.9013 0.0000 0.4924 0.1627 0.1880 91.8199 91.3003 Max Flow
6061 0.8796 0.0000 0.0134 0.1294 0.1389 91.3003 91.0754 Max Flow
6162 0.9737 0.0000 0.0100 0.5286 0.5768 91.0754 90.5473 Max Flow
6465 13.7527 0.0000 0.1099 1.0651 1.1677 89.9253 89.8650 Max Flow
6566 13.5790 0.0000 0.0471 1.1069 1.3901 89.8648 89.8259 Max Flow
6667 13.9388 0.0000 0.0292 0.8951 1.4962 89.8257 89.7969 Max Flow
L595 12.5978 0.0000 0.0009 0.3684 0.5198 91.1554 91.1549 Max Flow
5556ova 0.4813 0.0000 0.4468 0.2297 0.1884 100.0392 99.5884 Max Flow
5556unda 0.2282 0.1810 0.3068 0.3390 0.2623 100.0392 99.5509 Max Flow
5663ova 0.3953 0.0000 1.3952 0.1699 0.1500 99.5509 98.1500 Max Flow
5663und 0.2360 0.6028 1.6077 0.3428 0.3750 99.5509 97.3428 Max Flow
6364ova 0.5500 0.0000 7.0439 0.0668 0.0644 97.0701 89.9644 Max Flow
6364und 0.6274 1.5677 6.0733 1.2904 0.3439 97.0404 89.3982 Max Flow
6264ova 5.8974 0.0000 0.0471 0.2299 0.3098 91.1549 91.0898 Max Flow
6264und 3.3330 1.1266 0.1218 0.9898 0.9278 91.0762 89.8273 Max Flow
6768ova 12.7261 0.0000 0.0347 0.3477 0.4570 89.8109 89.7684 Max Flow
6768und 2.0416 0.3942 0.0463 0.8065 0.6283 89.4386 89.0116 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 135.0000 225.0000 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 245.0000 0.0000 115.0000 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 250.0000 0.0000 110.0000 0.0000 0.0000 0.0000 0.0000 None
L14 70.0000 290.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 10.0000 350.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 295.0000 5.0000 20.0000 0.0000 0.0000 40.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 290.0000 70.0000 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 200.0000 160.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 5.0000 275.0000 35.0000 0.0000 0.0000 0.0000 45.0000 0.0000 None
W2637 15.0000 5.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 355.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4445 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4546 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4647 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4754 150.0000 210.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 190.0000 170.0000 0.0000 0.0000 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 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 10.0000 310.0000 5.0000 0.0000 35.0000 0.0000 0.0000 0.0000 None
6465 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6566 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6667 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L595 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5556unda 0.0000 0.0000 315.0000 0.0000 0.0000 45.0000 0.0000 0.0000 None
5663ova 0.0000 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 315.0000 0.0000 0.0000 0.0000 45.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 20.0000 20.0000 320.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 0.0000 140.0000 0.0000 15.0000 205.0000 0.0000 None
6768ova 10.0000 60.0000 290.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 45.0000 110.0000 0.0000 60.0000 145.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1667 1.1667 0.0000
L2 356.7083 356.7083 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 296.9583 296.9583 0.0000 0.0000
L5 0.0167 319.8250 0.0000 0.0000
L6 0.0000 350.7708 0.0000 0.0000
L7 0.0000 343.6250 0.0000 0.0000
L8 0.0000 345.5000 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 358.8750 0.0000 0.0000
L12 0.0000 348.1250 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 12.4583 13.5417 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 329.6250 359.9583 0.0000 0.0000
L28 118.9250 120.0917 0.0000 0.0000
L29 284.3333 284.3333 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.7500 358.7500 0.0000 0.0000
L32 26.1667 26.1667 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 352.0833 0.0000 0.0000
L35 6.2083 6.2083 0.0000 0.0000
L36 78.4514 78.5347 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 293.6690 359.0000 0.0000 0.0000
L38 0.0417 5.7083 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 11.1875 35.6583 0.0000 0.0000
4243 43.4375 43.4375 0.1250 0.0000
4344 3.6042 3.6042 0.0417 0.0000
6869 4.7204 7.7287 0.0000 0.0000
4445 277.6667 357.1667 0.0000 0.0000
4546 9.4792 64.8333 1.5000 0.0000
4647 0.0000 6.9375 0.0000 0.0000
4754 4.6875 73.3750 0.0000 0.0000
4849 5.4208 49.8250 0.0000 0.0000
4950 273.1458 359.7917 1.0000 0.0000
5051 6.8125 57.9792 0.0000 0.0000
5152 281.8333 359.7917 1.0833 0.0000
5253 10.9306 71.6597 0.0000 0.0000
5354 273.5880 350.0833 0.8333 0.0000
5462 268.6204 353.8750 0.0000 0.0000
5657 343.1667 343.1667 16.6500 0.0000
5758 345.0000 345.0000 0.0000 0.0000
5859 358.5000 358.5000 0.9583 0.0000
5960 0.0000 0.0000 0.2917 0.0000
6061 358.6667 359.7917 1.1250 0.0000
6162 309.6917 347.9583 4.4583 0.0000
6465 208.4875 278.7917 0.2500 0.0000
6566 12.3615 358.6250 0.0000 0.0000
6667 0.0833 350.7500 0.0000 0.0000
L595 201.0000 356.5833 0.0417 0.0000
5556ova 332.3127 332.6183 26.7750 0.0000
5556unda 2.0833 18.5667 310.1417 0.0000
5663ova 0.3333 0.3333 2.8083 0.0000
5663und 0.0000 0.0000 309.2583 0.0000
6364ova 323.4000 323.4000 22.4979 0.0000
6364und 283.5208 283.6875 10.6250 0.0000
6264ova 0.0000 0.0000 0.0333 0.0000
6264und 1.7917 272.2639 0.0417 0.0000
6768ova 0.0000 0.0000 268.7500 0.0000
6768und 0.0000 255.2222 0.8333 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 0.4336 1.1577 0.4172 0.0513 1.4433 0.0227 0.1182 1.2467 0.0544 1.2413 13.0907 0.5716 0.7887
L2 0.0000 0.9567 0.1195 0.0000 1.5042 0.0004 0.0000 1.5723 0.0037 0.0000 17.2951 0.0403 0.7316
L3 0.0000 0.6148 0.0000 0.0000 1.4937 0.0000 0.0000 2.4298 0.0000 0.0000 38.8765 0.0000 0.9076
L4 0.2675 0.7584 0.2897 0.0218 2.7714 0.0568 0.0814 3.6541 0.1962 1.3017 58.4649 3.1394 1.0194
L5 0.0000 0.8170 0.0000 0.0000 2.8360 0.0000 0.0000 3.4712 0.0000 0.0000 34.7119 0.0000 0.8871
L6 0.1745 0.8190 0.2571 0.1033 2.7059 0.0879 0.5919 3.3038 0.3420 6.0370 33.6985 3.4881 1.0242
L7 0.0305 0.2705 0.0631 0.0054 2.8675 0.0241 0.1775 10.5995 0.3817 1.8642 111.2947 4.0081 1.5449
L8 0.0125 0.1568 0.0251 0.0012 3.2791 0.0025 0.0966 20.9149 0.1010 0.9663 209.1488 1.0102 2.0167
L9 0.4183 0.6921 0.6611 1.2430 1.8640 0.0841 2.9713 2.6933 0.1272 29.7129 26.9328 1.2723 0.3144
L10 0.2897 0.6261 0.2930 0.2024 2.6842 0.3024 0.6986 4.2869 1.0322 6.9859 42.8693 10.3225 0.5954
L11 0.0599 0.3802 0.1201 0.0492 3.0502 0.1128 0.8219 8.0225 0.9393 13.5611 132.3718 15.4984 1.2564
L12 0.0301 0.2328 0.0612 0.0195 3.2031 0.0343 0.6468 13.7573 0.5615 10.6724 226.9947 9.2653 1.8465
L13 0.0334 0.2806 0.0684 0.0478 4.2868 0.0913 1.4280 15.2781 1.3357 24.9908 267.3673 23.3746 2.4472
L14 0.0000 0.4841 0.8970 0.0000 0.2125 4.1805 0.0000 0.4390 4.6608 0.0000 4.3895 46.6075 0.4328
L15 0.3918 0.8626 0.3549 0.5500 3.4122 0.4252 1.4036 3.9558 1.1979 18.2472 51.4251 15.5721 0.6236
L24 0.1749 0.8444 0.0000 0.0090 4.3577 0.0000 0.0516 5.1609 0.0000 1.0312 103.2189 0.0000 0.7106
L25 0.3843 0.9047 0.3444 0.2398 5.1080 0.2981 0.6239 5.6462 0.8654 9.9831 90.3390 13.8471 0.8797
L26 0.0000 1.1769 0.0000 0.0000 5.4156 0.0000 0.0000 4.6017 0.0000 0.0000 69.0254 0.0000 0.9078
L27 0.0000 0.9884 0.1475 0.0000 5.3129 0.0991 0.0000 5.3753 0.6718 0.0000 77.9414 9.7406 1.0424
L28 0.0000 0.7639 0.0000 0.0000 1.4011 0.0000 0.0000 1.8343 0.0000 0.0000 245.7968 0.0000 0.4335
L29 0.0000 1.0929 0.0000 0.0000 2.6578 0.0000 0.0000 2.4318 0.0000 0.0000 384.2291 0.0000 0.4902
L30 0.0000 0.6802 0.0000 0.0000 3.5253 0.0000 0.0000 5.1824 0.0000 0.0000 777.3576 0.0000 0.7271
L31 0.0596 0.4633 0.0569 0.0003 4.8357 0.0001 0.0055 10.4382 0.0014 0.4909 928.9959 0.1227 1.0332
L32 0.3304 1.0825 0.3906 0.1128 4.8801 0.0522 0.3415 4.5080 0.1337 7.1715 94.6680 2.8085 1.1271
L33 0.1719 0.4632 0.1716 0.0352 0.5053 0.0115 0.2050 1.0910 0.0671 2.0496 10.9105 0.6710 0.3382
L34 0.1400 0.4384 0.3187 0.0409 4.8995 0.3641 0.2922 11.1751 1.1426 5.1131 195.5643 19.9961 0.9963
L35 0.1646 0.8392 0.3548 0.0012 5.2821 0.0194 0.0076 6.2939 0.0548 0.1627 135.3194 1.1783 0.8840
L36 0.1880 0.7711 0.0933 0.0297 5.4937 0.0035 0.1578 7.1243 0.0371 2.8398 128.2376 0.6674 0.8972
W2637 0.2593 0.3482 0.1728 0.0266 0.1817 0.0109 0.1024 0.5217 0.0632 1.0244 5.2168 0.6323 0.1738
L37 0.0990 0.6153 0.0541 0.0885 5.4887 0.0075 0.8937 8.9197 0.1387 21.0028 209.6139 3.2592 1.2250
L38 0.1965 1.1407 0.1269 0.4555 9.8967 0.0395 2.3180 8.6762 0.3114 32.4524 121.4665 4.3602 1.3623
L39 0.0612 0.8895 0.2927 0.0007 10.2409 0.1139 0.0115 11.5126 0.3891 0.1149 115.1264 3.8906 1.2026
L41 0.3214 0.8003 0.3129 0.3194 9.7144 0.2698 0.9937 12.1377 0.8623 54.1549 661.5055 46.9942 1.3168
4243 0.3275 1.2455 0.3976 1.7332 8.1239 0.9297 5.2927 6.5224 2.3381 317.5634 391.3426 140.2856 1.2534
4344 0.5354 1.3110 0.3297 3.5110 7.0332 0.5006 6.5578 5.3647 1.5184 327.8884 268.2333 75.9191 1.1935
6869 0.2646 0.5831 0.5401 0.0377 12.7190 1.4514 0.1425 21.8143 2.6872 2.8495 436.2870 53.7441 1.9329
4445 0.0000 0.5411 0.0000 0.0000 10.6175 0.0000 0.0000 19.6234 0.0000 0.0000 647.5708 0.0000 1.3950
4546 0.5011 1.0438 0.3088 5.1535 5.1886 0.2309 10.2835 4.9711 0.7477 257.0868 124.2773 18.6935 1.6825
4647 0.2236 0.7804 0.2329 0.2295 9.8410 0.4090 1.0265 12.6107 1.7563 20.5293 252.2139 35.1254 1.8512
4754 0.2969 0.4923 0.2972 1.7612 6.8454 1.9724 5.9322 13.9062 6.6361 183.8985 431.0930 205.7206 1.9080
4849 0.1569 0.4468 0.1564 0.0350 1.8333 0.0298 0.2232 4.1029 0.1904 2.6782 49.2343 2.2850 0.6628
4950 0.2102 0.3563 0.2119 0.1738 1.5161 0.2062 0.8268 4.2550 0.9733 4.9608 25.5302 5.8399 0.7865
5051 0.1862 0.3404 0.1867 0.1644 2.2797 0.1764 0.8830 6.6972 0.9450 16.7778 127.2468 17.9552 0.9517
5152 0.1737 0.2715 0.1787 0.4843 1.2416 0.6825 2.7883 4.5732 3.8196 16.7299 27.4393 22.9176 1.1533
5253 0.1072 0.2268 0.1213 0.2348 1.8582 0.3730 2.1896 8.1914 3.0760 43.7926 163.8283 61.5197 1.4249
5354 0.0221 0.0398 0.0285 0.1422 1.3685 0.1413 6.4473 34.4143 4.9624 186.9728 998.0158 143.9091 1.7522
5462 0.1181 0.2377 0.0604 0.9376 10.8951 0.3164 7.9402 45.8361 5.2405 95.2825 550.0327 62.8857 2.0581
5657 0.1063 0.5750 0.1477 0.0000 0.3410 0.0000 0.0000 0.5930 0.0001 0.0001 3.5582 0.0004 0.0249
5758 0.1263 0.2110 0.1347 0.0026 0.3258 0.0034 0.0207 1.5444 0.0249 1.0341 77.2208 1.2453 0.1080
5859 0.0000 0.9581 0.0000 0.0000 0.7977 0.0000 0.0000 0.8326 0.0000 0.0000 14.9863 0.0000 0.2104
5960 0.3393 0.8712 0.3072 0.0066 0.9342 0.0030 0.0195 1.0723 0.0096 0.3320 18.2286 0.1635 0.1884
6061 0.1172 0.2142 0.0900 0.0206 0.8900 0.0298 0.1754 4.1546 0.3315 2.9822 70.6283 5.6361 0.4002
6162 0.0779 0.2099 0.0427 0.3537 0.6644 0.0372 4.5385 3.1657 0.8725 136.1560 94.9696 26.1764 1.3838
6465 0.4594 1.0315 0.5658 0.1636 12.9834 0.6811 0.3560 12.5872 1.2037 11.3932 402.7891 38.5196 1.5378
6566 0.0000 0.6462 0.5631 0.0000 8.9319 4.8058 0.0000 13.8215 8.5347 0.0000 483.7512 298.7161 1.9202
6667 0.2429 0.4101 0.1656 6.0424 6.6917 1.5444 24.8738 16.3188 9.3273 1243.6900 815.9376 466.3662 2.1288
L595 0.1182 0.2139 0.0390 1.2701 11.0607 0.3336 10.7474 51.7130 8.5519 64.4844 310.2779 51.3112 2.3148
5556ova 0.2298 1.6143 0.0000 0.0023 0.4850 0.0000 0.0102 0.3004 0.0000 0.1627 4.8071 0.0000 0.1895
5663ova 0.0132 1.2238 0.0497 0.0000 0.3975 0.0000 0.0000 0.3248 0.0000 0.0003 26.9596 0.0012 0.1507
6364ova 0.0716 0.8385 0.0716 0.0000 0.5608 0.0000 0.0001 0.6688 0.0001 0.0128 73.5727 0.0128 0.0682
6264ova 0.9130 1.3608 0.8614 1.1266 3.6742 1.2118 1.2340 2.7000 1.4068 12.3398 26.9999 14.0681 0.2573
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4052
*========================================================*
| 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 0.1727 4.8646 0.07656 5.1140 8.8671 13.022 0.1727 4.8646 0.07656 5.1140 8.8671 13.022 0.0000 0.0000 0.0000 None
L2 0.0000 5.2470 .001526 5.2485 2.3008 6.7320 0.0000 5.2470 .001526 5.2485 2.3008 6.7320 0.0000 0.0000 0.0000 None
L3 0.0000 9.2208 0.0000 9.2208 5.0404 10.395 0.0000 9.2208 0.0000 9.2208 5.0404 10.395 0.0000 0.0000 0.0000 None
L4 0.1416 18.025 0.3697 18.537 4.6741 11.968 0.1416 18.025 0.3697 18.537 4.6741 11.968 0.0000 0.0000 0.0000 None
L5 0.0000 14.119 0.0000 14.119 6.6644 13.648 0.0000 14.119 0.0000 14.119 6.6644 13.648 0.0000 0.0000 0.0000 None
L6 2.8678 75.154 2.4423 80.464 6.8350 15.540 2.8678 75.154 2.4423 80.464 6.8350 15.540 0.0000 0.0000 0.0000 None
L7 0.5466 289.35 2.4315 292.32 4.9269 19.092 0.5466 289.35 2.4315 292.32 4.9269 19.092 0.0000 0.0000 0.0000 None
L8 0.2370 642.87 0.4970 643.60 6.1471 26.087 0.2370 642.87 0.4970 643.60 6.1471 26.087 0.0000 0.0000 0.0000 None
L9 9.7284 14.589 0.6583 24.975 3.4519 30.627 9.7284 14.589 0.6583 24.975 3.4519 30.627 0.0000 0.0000 0.0000 None
L10 3.0506 40.454 4.5579 48.062 10.153 23.167 3.0506 40.454 4.5579 48.062 10.153 23.167 0.0000 0.0000 0.0000 None
L11 3.4232 212.02 7.8441 223.29 6.3917 21.738 3.4232 212.02 7.8441 223.29 6.3917 21.738 0.0000 0.0000 0.0000 None
L12 2.6474 435.64 4.6711 442.96 6.5888 22.518 2.6474 435.64 4.6711 442.96 6.5888 22.518 0.0000 0.0000 0.0000 None
L13 6.1387 550.93 11.736 568.80 2.8649 22.549 6.1387 550.93 11.736 568.80 2.8649 22.549 0.0000 0.0000 0.0000 None
L14 0.0000 2.0568 40.464 42.521 4.5100 25.462 0.0000 2.0568 40.464 42.521 4.5100 25.462 0.0000 0.0000 0.0000 None
L15 4.5786 28.408 3.5396 36.526 2.4540 17.016 4.5786 28.408 3.5396 36.526 2.4540 17.016 0.0000 0.0000 0.0000 None
L24 0.06034 29.157 0.0000 29.217 4.9154 17.312 0.06034 29.157 0.0000 29.217 4.9154 17.312 0.0000 0.0000 0.0000 None
L25 2.1174 45.108 2.6322 49.858 3.2256 15.349 2.1174 45.108 2.6322 49.858 3.2256 15.349 0.0000 0.0000 0.0000 None
L26 0.0000 30.797 0.0000 30.797 5.7436 13.861 0.0000 30.797 0.0000 30.797 5.7436 13.861 0.0000 0.0000 0.0000 None
L27 0.0000 83.380 1.5548 84.935 11.186 22.058 0.0000 83.380 1.5548 84.935 11.186 22.058 0.0000 0.0000 0.0000 None
L28 0.0000 6.8218 0.0000 6.8218 26.415 34.422 0.0000 6.8218 0.0000 6.8218 26.415 34.422 0.0000 0.0000 0.0000 None
L29 0.0000 11.970 0.0000 11.970 23.539 30.461 0.0000 11.970 0.0000 11.970 23.539 30.461 0.0000 0.0000 0.0000 None
L30 0.0000 23.402 0.0000 23.402 23.458 40.356 0.0000 23.402 0.0000 23.402 23.458 40.356 0.0000 0.0000 0.0000 None
L31 .003578 52.652 .000854 52.657 19.668 49.083 .003578 52.652 .000854 52.657 19.668 49.083 0.0000 0.0000 0.0000 None
L32 0.6577 28.446 0.3045 29.408 6.4332 16.318 0.6577 28.446 0.3045 29.408 6.4332 16.318 0.0000 0.0000 0.0000 None
L33 0.1832 2.6280 0.05988 2.8710 7.6261 18.166 0.1832 2.6280 0.05988 2.8710 7.6261 18.166 0.0000 0.0000 0.0000 None
L34 0.5752 68.873 5.1189 74.567 1.6251 23.084 0.5752 68.873 5.1189 74.567 1.6251 23.084 0.0000 0.0000 0.0000 None
L35 .005383 22.821 0.08400 22.910 8.7197 30.030 .005383 22.821 0.08400 22.910 8.7197 30.030 0.0000 0.0000 0.0000 None
L36 0.3988 73.881 0.04653 74.326 4.9056 28.483 0.3988 73.881 0.04653 74.326 4.9056 28.483 0.0000 0.0000 0.0000 None
W2637 0.1995 1.3643 0.08207 1.6459 8.1209 14.549 0.1995 1.3643 0.08207 1.6459 8.1209 14.549 0.0000 0.0000 0.0000 None
L37 2.7785 172.29 0.2354 175.31 4.4709 19.147 2.7785 172.29 0.2354 175.31 4.4709 19.147 0.0000 0.0000 0.0000 None
L38 8.3749 181.95 0.7266 191.05 19.737 36.241 8.3749 181.95 0.7266 191.05 19.737 36.241 0.0000 0.0000 0.0000 None
L39 .006742 98.166 1.0916 99.264 20.563 36.791 .006742 98.166 1.0916 99.264 20.563 36.791 0.0000 0.0000 0.0000 None
L41 3.9244 119.37 3.3156 126.61 20.283 36.180 3.9244 119.37 3.3156 126.61 20.283 36.180 0.0000 0.0000 0.0000 None
4243 17.247 80.840 9.2515 107.34 14.043 41.046 17.247 80.840 9.2515 107.34 14.043 41.046 0.0000 0.0000 0.0000 None
4344 37.797 75.715 5.3892 118.90 15.045 39.227 37.797 75.715 5.3892 118.90 15.045 39.227 0.0000 0.0000 0.0000 None
6869 0.4668 157.47 17.969 175.91 20.655 55.695 0.4668 157.47 17.969 175.91 20.655 55.695 0.0000 0.0000 0.0000 None
4445 0.0000 271.20 0.0000 271.20 11.043 31.261 0.0000 271.20 0.0000 271.20 11.043 31.261 0.0000 0.0000 0.0000 None
4546 115.33 116.11 5.1665 236.60 8.4111 25.638 115.33 116.11 5.1665 236.60 8.4111 25.638 0.0000 0.0000 0.0000 None
4647 7.4029 317.43 13.192 338.03 9.0641 23.243 7.4029 317.43 13.192 338.03 9.0641 23.243 0.0000 0.0000 0.0000 None
4754 98.844 384.19 110.70 593.73 13.832 38.574 98.844 384.19 110.70 593.73 13.832 38.574 0.0000 0.0000 0.0000 None
4849 0.9766 51.118 0.8304 52.924 20.063 31.396 0.9766 51.118 0.8304 52.924 20.063 31.396 0.0000 0.0000 0.0000 None
4950 8.0265 70.011 9.5233 87.561 15.659 26.455 8.0265 70.011 9.5233 87.561 15.659 26.455 0.0000 0.0000 0.0000 None
5051 8.4276 116.85 9.0439 134.33 14.209 27.772 8.4276 116.85 9.0439 134.33 14.209 27.772 0.0000 0.0000 0.0000 None
5152 39.013 100.00 54.976 193.99 10.973 25.747 39.013 100.00 54.976 193.99 10.973 25.747 0.0000 0.0000 0.0000 None
5253 24.331 192.59 38.661 255.58 7.7413 24.063 24.331 192.59 38.661 255.58 7.7413 24.063 0.0000 0.0000 0.0000 None
5354 102.35 985.01 101.70 1189.1 1.2236 34.420 102.35 985.01 101.70 1189.1 1.2236 34.420 0.0000 0.0000 0.0000 None
5462 78.292 909.80 26.419 1014.5 0.07576 41.600 78.292 909.80 26.419 1014.5 0.07576 41.600 0.0000 0.0000 0.0000 None
5657 .000016 2.1775 .000062 2.1776 0.09676 29.905 .000016 2.1775 .000062 2.1776 0.09676 29.905 0.0000 0.0000 0.0000 None
5758 0.07773 9.6935 0.09985 9.8710 4.5778 20.461 0.07773 9.6935 0.09985 9.8710 4.5778 20.461 0.0000 0.0000 0.0000 None
5859 0.0000 4.0668 0.0000 4.0668 7.3004 12.511 0.0000 4.0668 0.0000 4.0668 7.3004 12.511 0.0000 0.0000 0.0000 None
5960 0.04016 5.6620 0.01791 5.7200 7.6581 16.245 0.04016 5.6620 0.01791 5.7200 7.6581 16.245 0.0000 0.0000 0.0000 None
6061 0.9508 41.163 1.3800 43.494 13.391 29.987 0.9508 41.163 1.3800 43.494 13.391 29.987 0.0000 0.0000 0.0000 None
6162 30.493 57.273 3.2102 90.976 0.06762 15.023 30.493 57.273 3.2102 90.976 0.06762 15.023 0.0000 0.0000 0.0000 None
6465 3.0407 241.37 12.662 257.08 28.101 45.456 3.0407 241.37 12.662 257.08 28.101 45.456 0.0000 0.0000 0.0000 None
6566 0.0000 249.22 134.09 383.31 4.9349 25.083 0.0000 249.22 134.09 383.31 4.9349 25.083 0.0000 0.0000 0.0000 None
6667 271.73 300.93 69.454 642.12 2.6086 47.578 271.73 300.93 69.454 642.12 2.6086 47.578 0.0000 0.0000 0.0000 None
L595 127.74 1112.4 33.547 1273.7 0.04725 52.555 127.74 1112.4 33.547 1273.7 0.04725 52.555 0.0000 0.0000 0.0000 None
5556ova 0.01484 3.0805 0.0000 3.0954 8.5859 12.249 0.01484 3.0805 0.0000 3.0954 8.5859 12.249 0.0000 0.0000 0.0000 None
5663ova .37E-06 3.1066 .55E-05 3.1066 9.0904 12.901 .37E-06 3.1066 .55E-05 3.1066 9.0904 12.901 0.0000 0.0000 0.0000 None
6364ova .000033 2.2340 .000033 2.2341 0.09659 9.9034 .000033 2.2340 .000033 2.2341 0.09659 9.9034 0.0000 0.0000 0.0000 None
6264ova 16.530 53.908 17.780 88.218 22.206 52.867 16.530 53.908 17.780 88.218 22.206 52.867 0.0000 0.0000 0.0000 None
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.6899 102.3950 10.5000 11.7000 2.8329 2.8329 1.7000 1.3217 1.3217 0.8000 4.1547 4.1547
L2 102.3950 101.1629 11.0000 4.2000 1.8992 1.8992 2.7000 2.5320 2.5320 2.3000 4.4313 4.4313
L3 101.1629 100.5001 16.0000 7.4000 2.3596 2.3596 2.6000 2.9949 2.9949 3.3000 5.3546 5.3546
L4 100.5001 100.0353 16.0000 6.5000 1.8259 1.8259 1.3000 5.4684 5.4684 4.2000 7.2944 7.2944
L5 100.0353 99.5969 10.0000 11.5000 4.8356 4.8356 5.5000 2.1475 2.1475 2.4000 6.9832 6.9832
L6 99.5969 99.6158 10.2000 12.1000 5.2650 5.2650 2.6000 3.4398 3.4398 1.9000 8.7048 8.7048
L7 99.6158 99.6163 10.5000 11.9000 6.9731 6.9731 6.0000 7.1921 7.1921 5.1000 14.1652 14.1652
L8 99.6163 99.6172 10.0000 14.5000 8.3529 8.3529 7.6000 11.5871 11.5871 10.8000 19.9401 19.9401
L9 99.6172 99.4198 10.0000 27.5000 24.0481 24.0481 8.2000 3.1272 3.1272 2.2000 27.1752 27.1752
L10 98.9125 97.6504 10.0000 19.7000 9.5466 9.5466 7.2000 3.4674 3.4674 0.0000 13.0140 13.0140
L11 97.6504 97.6538 16.5000 12.9000 6.5083 6.5083 3.5000 8.8381 8.8381 5.4000 15.3464 15.3464
L12 97.6538 97.6549 16.5000 15.0000 8.4112 8.4112 6.0000 7.5181 7.5181 5.5000 15.9293 15.9293
L13 97.6549 97.6555 17.5000 12.5000 9.6351 9.6351 4.6000 10.0490 10.0490 5.5000 19.6841 19.6841
L14 97.6555 97.5329 10.0000 5.0000 0.4900 0.4900 0.6000 20.4618 20.4618 1.4000 20.9518 20.9518
L15 94.9928 94.7585 13.0000 6.5000 4.0460 4.0460 0.0000 10.5156 10.5156 6.5000 14.5617 14.5617
L24 94.7585 94.2794 20.0000 16.8000 11.8846 11.8846 11.2000 0.5122 0.5122 0.8000 12.3968 12.3968
L25 94.2794 93.9434 16.0000 4.7000 1.4744 1.4744 0.0000 10.6490 10.6490 7.9000 12.1235 12.1235
L26 93.9434 93.3896 15.0000 7.8000 2.0564 2.0564 2.6000 6.0606 6.0606 7.2000 8.1170 8.1170
L27 93.3896 93.3808 14.5000 13.7000 2.5136 2.5136 3.4000 8.3579 8.3579 5.1000 10.8715 10.8715
L28 120.8861 113.9838 134.0000 31.0000 4.5855 4.5855 11.0000 3.4218 3.4218 19.0000 8.0073 8.0073
L29 113.9838 106.0075 158.0000 28.5000 4.9608 4.9608 16.5000 1.9608 1.9608 19.5000 6.9217 6.9217
L30 106.0075 98.3579 150.0000 32.0000 8.5422 8.5422 12.0000 8.3555 8.3555 17.0000 16.8977 16.8977
L31 98.3579 96.0124 89.0000 30.0000 10.3321 10.3321 10.0000 19.0830 19.0830 19.0000 29.4152 29.4152
L32 96.0124 95.0660 21.0000 13.6000 7.1668 7.1668 4.3000 2.7177 2.7177 1.9000 9.8845 9.8845
L33 97.9057 97.3448 10.0000 13.8000 6.1739 6.1739 2.0000 4.3664 4.3664 3.0000 10.5403 10.5403
L34 95.0660 94.9666 17.5000 16.7000 15.0749 15.0749 12.7000 6.3837 6.3837 3.8000 21.4587 21.4587
L35 94.9666 93.7174 21.5000 11.0000 2.2803 2.2803 2.0000 19.0300 19.0300 18.4000 21.3103 21.3103
L36 93.7174 93.3968 18.0000 6.8000 1.8944 1.8944 1.1000 21.6830 21.6830 21.1000 23.5774 23.5774
W2637 93.9434 93.7181 10.0000 9.3000 1.1791 1.1791 0.0000 5.2486 5.2486 3.9000 6.4278 6.4278
L37 93.3968 93.3808 23.5000 11.3000 6.8291 6.8291 4.1000 7.8468 7.8468 6.8000 14.6759 14.6759
L38 93.3808 93.3189 14.0000 30.6000 10.8625 10.8625 5.1000 5.6409 5.6409 4.2000 16.5035 16.5035
L39 93.1995 93.3189 10.0000 30.7000 10.1369 10.1369 9.7000 6.0913 6.0913 4.8000 16.2282 16.2282
L41 93.1995 92.7953 54.5000 32.5000 12.2168 12.2168 10.3000 3.6795 3.6795 2.0000 15.8963 15.8963
4243 92.7953 91.8247 60.0000 31.0000 16.9568 16.9568 1.5000 10.0458 10.0458 5.0000 27.0027 27.0027
4344 91.8247 91.2756 50.0000 32.0000 16.9550 16.9550 2.0000 7.2273 7.2273 3.4000 24.1822 24.1822
6869 89.7729 89.6128 20.0000 36.0000 15.3447 15.3447 13.2000 19.6949 19.6949 5.8000 35.0397 35.0397
4445 91.2756 91.2354 33.0000 26.4000 15.3571 15.3571 21.8000 4.8614 4.8614 8.0000 20.2185 20.2185
4546 91.2354 91.1936 25.0000 22.1000 13.6889 13.6889 1.7000 3.5378 3.5378 2.0000 17.2267 17.2267
4647 91.1936 91.1682 20.0000 11.8000 2.7359 2.7359 0.6000 11.4431 11.4431 7.8000 14.1790 14.1790
4754 91.1682 91.1586 31.0000 28.6000 14.7680 14.7680 7.1000 9.9737 9.9737 1.4000 24.7417 24.7417
4849 91.1650 91.1608 12.0000 26.3000 6.2365 6.2365 4.6000 5.0962 5.0962 3.7000 11.3328 11.3328
4950 91.1608 91.1602 6.0000 21.5000 5.8405 5.8405 3.5000 4.9553 4.9553 2.2000 10.7959 10.7959
5051 91.1602 91.1590 19.0000 19.9000 5.6906 5.6906 3.1000 7.8724 7.8724 5.1000 13.5630 13.5630
5152 91.1590 91.1588 6.0000 17.8000 6.8266 6.8266 2.2000 7.9465 7.9465 1.8000 14.7731 14.7731
5253 91.1588 91.1588 20.0000 14.4000 6.6587 6.6587 2.8000 9.6626 9.6626 3.6000 16.3213 16.3213
5354 91.1588 91.1586 29.0000 30.3000 29.0764 29.0764 20.1000 4.1204 4.1204 0.0000 33.1968 33.1968
5462 91.1586 91.1572 12.0000 13.9000 13.8242 13.8242 2.9000 27.6996 27.6996 20.0000 41.5239 41.5239
5657 99.5511 99.2597 6.0000 29.9000 29.8032 29.8032 29.8000 0.0053 0.0053 0.0000 29.8085 29.8085
5758 99.2597 92.6399 50.0000 20.0000 15.4222 15.4222 15.0000 0.4614 0.4614 0.0000 15.8836 15.8836
5859 92.6399 91.8234 18.0000 8.4000 1.0996 1.0996 2.3000 4.1115 4.1115 5.5000 5.2111 5.2111
5960 91.8234 91.3043 17.0000 10.1000 2.4419 2.4419 2.0000 6.1455 6.1455 5.9000 8.5874 8.5874
6061 91.3043 91.1586 17.0000 25.0000 11.6091 11.6091 10.4000 4.9866 4.9866 1.5000 16.5956 16.5956
6162 91.1586 91.1572 30.0000 9.3000 9.2324 9.2324 1.3000 5.7232 5.7232 2.0000 14.9555 14.9555
6465 89.9355 89.8799 32.0000 40.4000 12.2993 12.2993 11.2000 5.0560 5.0560 2.0000 17.3553 17.3553
6566 89.8799 89.8432 35.0000 10.3000 5.3651 5.3651 5.7000 14.7830 14.7830 6.5000 20.1481 20.1481
6667 89.8432 89.8150 50.0000 30.2000 27.5914 27.5914 6.0000 17.3782 17.3782 3.0000 44.9696 44.9696
L595 91.1572 91.1567 6.0000 13.9000 13.8528 13.8528 2.9000 38.6554 38.6554 20.0000 52.5081 52.5081
5556ova 100.0398 99.5893 16.0000 9.2000 0.6141 0.6141 0.1000 3.0493 3.0493 3.7000 3.6634 3.6634
5663ova 99.5511 98.1504 83.0000 9.2000 0.1096 0.1096 0.1000 3.7014 3.7014 3.7000 3.8110 3.8110
6364ova 97.0704 89.9657 110.0000 9.9000 9.8034 9.8034 9.8000 0.0034 0.0034 0.0000 9.8068 9.8068
6264ova 91.1567 91.0920 10.0000 31.1000 8.8942 8.8942 0.0000 21.7673 21.7673 10.7000 30.6615 30.6615
6768ova 89.8150 89.7729 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.5173 2513.3954 1.0666 8.8079 ## N1 102.8300 103.6899
L2 1.5046 2516.9667 0.9534 10.3347 ## N2 101.7100 102.3950
L3 1.4937 2519.8555 0.6145 39.5248 ## N3 100.3800 101.1629
L4 2.8500 4747.9875 0.7250 62.6731 ## N4 99.4600 100.5001
L5 2.8360 4757.9527 0.8191 33.4342 ## N5 99.0400 100.0353
L6 2.8971 4759.3686 0.6858 43.3940 ## N6 98.8600 99.5969
L7 2.8970 4758.3904 0.2600 118.9966 ## N7 98.3300 The text continues on section 5.