Original source · versioned page text
e2y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:09.
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.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 30.0000 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 1655 421 N55#2 1610 390 N56#1 1204 360
N56#2 1592 392 N58#1 1208 360 N58#2 1589 391
N59#1 1228 360 N59#2 1616 388 N61#1 1224 360
N61#2 1619 389 N1#1 1204 360 N1#2 1790 526
N4#1 1112 360 N4#2 2116 620 N8#1 1151 333
N8#2 2314 682 N13#1 1204 360 N13#2 2247 669
N25#1 1208 360 N25#2 1593 391 N28#1 1220 360
N28#2 1524 396 N29#1 1200 360 N29#2 1787 513
N30#1 1200 360 N30#2 2296 720 N31#1 1208 360
N31#2 2289 683 N32#1 1224 360 N32#2 1212 360
N33#1 1224 360 N33#2 1618 390 N36#1 1224 360
N36#2 1615 389 N42#1 1208 360 N42#2 1601 391
N44#1 1208 360 N44#2 1617 391 N45#1 1212 360
N45#2 1592 392 N47#1 633 155 N47#2 1559 393
N48#1 1168 360 N48#2 1521 395 N50#1 1196 360
N50#2 1618 386 N52#1 1228 360 N52#2 1622 390
N63#1 1216 360 N63#2 1618 390 N64#1 1204 360
N64#2 1589 391 N66#1 1204 360 N66#2 1592 392
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 30.0000 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.233000E+04 30.000
Total Infiltration 2.237130E+02 0.544
Total Evaporation 4.331730E+00 0.011
Surface Runoff from Watersheds 1.196013E+04 29.100
Total Water remaining in Surface Storage 1.525039E+02 0.371
Infiltration over the Pervious Area... 2.237130E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.234068E+04 30.026
Total Precipitation + Initial Storage. 1.233000E+04 30.000
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............... -0.0866
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.196013E+04 29.100
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.194641E+04 29.067
Initial Storage + Inflow.................... 1.196013E+04 29.100
Final Storage + Outflow + Diverted GW....... 1.194641E+04 29.067
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1148
##################################################
# 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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 28.88822 29.04903 0.00000 28.98566 0.00000 29.01205
Total Losses (mm)...... 0.88448 0.87546 0.00000 0.88048 0.00000 0.87878
Remaining Depth (mm)... 0.22729 0.07551 0.00000 0.13386 0.00000 0.10917
Peak Runoff Rate (cms). 0.13182 0.18639 0.00000 0.05559 0.00000 0.12047
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.10268 30.09628 29.96380 30.04656 29.97602 30.06267
Peak Runoff Rate (cms). 0.00234 0.00024 0.07100 0.00008 0.14633 0.00017
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.10268 30.09628 29.96380 30.04656 29.97602 30.06267
Peak Runoff Rate (cms). 0.00234 0.00024 0.07100 0.00008 0.14633 0.00017
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) 28.90037 29.05007 29.96380 28.98672 29.97602 29.01310
Peak Runoff Rate (cms). 0.13416 0.18663 0.07100 0.05567 0.14633 0.12064
Unit Runoff (mm/hr).... 81.16933 111.06396 122.72703 96.23272 126.47473 101.84185
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.11111 0.00000 29.09296 0.00000 28.93172
Total Losses (mm)...... 0.00000 0.86385 0.00000 0.86866 0.00000 0.88302
Remaining Depth (mm)... 0.00000 0.02504 0.00000 0.03838 0.00000 0.18526
Peak Runoff Rate (cms). 0.00000 0.04641 0.00000 0.06832 0.00000 0.50094
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.02544 30.16241 30.01374 30.12422 29.96504 30.09326
Peak Runoff Rate (cms). 0.04591 0.00005 0.07539 0.00008 0.07800 0.09085
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.02544 30.16241 30.01374 30.12422 29.96504 30.09326
Peak Runoff Rate (cms). 0.04591 0.00005 0.07539 0.00008 0.07800 0.09085
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) 30.02544 29.11216 30.01374 29.09399 29.96504 29.04787
Peak Runoff Rate (cms). 0.04591 0.04646 0.07539 0.06840 0.07800 0.59179
Unit Runoff (mm/hr).... 138.86404 129.73381 136.83328 124.14211 123.10214 92.19771
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.03297 0.00000 29.06503 0.00000 29.02062
Total Losses (mm)...... 0.00000 0.87707 0.00000 0.87349 0.00000 0.87813
Remaining Depth (mm)... 0.00000 0.08996 0.00000 0.06148 0.00000 0.10126
Peak Runoff Rate (cms). 0.00000 0.32337 0.00000 0.09455 0.00000 0.24717
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.77483 30.05296 30.03430 30.03672 29.96257 30.03988
Peak Runoff Rate (cms). 0.15380 0.18296 0.02312 0.09378 0.23931 0.17997
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.77483 30.05296 30.03430 30.03672 29.96257 30.03988
Peak Runoff Rate (cms). 0.15380 0.18296 0.02312 0.09378 0.23931 0.17997
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) 29.77483 29.33897 30.03430 29.50229 29.96257 29.37736
Peak Runoff Rate (cms). 0.15380 0.50633 0.02312 0.18834 0.23931 0.42714
Unit Runoff (mm/hr).... 83.32766 117.06975 139.88638 126.60537 122.35212 116.58142
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.01603 0.00000 28.72934 0.00000 28.97078
Total Losses (mm)...... 0.00000 0.87848 0.00000 0.88772 0.00000 0.88129
Remaining Depth (mm)... 0.00000 0.10549 0.00000 0.38294 0.00000 0.14794
Peak Runoff Rate (cms). 0.00000 0.31942 0.00000 0.51218 0.00000 0.51832
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.97666 30.06558 30.00561 30.00304 29.95761 30.10098
Peak Runoff Rate (cms). 0.39432 0.00045 0.04462 0.00112 0.08323 0.08735
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.97666 30.06558 30.00561 30.00304 29.95761 30.10098
Peak Runoff Rate (cms). 0.39432 0.00045 0.04462 0.00112 0.08323 0.08735
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) 29.97666 29.01708 30.00561 28.73061 29.95761 29.08380
Peak Runoff Rate (cms). 0.39432 0.31986 0.04462 0.51330 0.08323 0.60567
Unit Runoff (mm/hr).... 126.67107 102.75345 134.98304 64.92283 120.85557 98.15223
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 25.73341 0.00000 29.00697 0.00000 29.10824
Total Losses (mm)...... 0.00000 0.89175 0.00000 0.87914 0.00000 0.86474
Remaining Depth (mm)... 0.00000 3.37485 0.00000 0.11389 0.00000 0.02702
Peak Runoff Rate (cms). 0.00000 0.16651 0.00000 0.49027 0.00000 0.17749
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.95761 29.99650 29.97299 30.03659 30.01846 0.00000
Peak Runoff Rate (cms). 0.13317 0.13075 0.34584 0.36739 0.18973 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.95761 29.99650 29.97299 30.03659 30.01846 0.00000
Peak Runoff Rate (cms). 0.13317 0.13075 0.34584 0.36739 0.18973 0.00537
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) 29.95761 26.15971 29.97299 29.36734 30.01846 29.10824
Peak Runoff Rate (cms). 0.13317 0.29725 0.34584 0.85766 0.18973 0.17749
Unit Runoff (mm/hr).... 120.85557 30.14074 125.54009 114.46111 137.74733 128.86012
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.07340 0.00000 29.09859 0.00000 29.02602
Total Losses (mm)...... 0.00000 0.87227 0.00000 0.86736 0.00000 0.87768
Remaining Depth (mm)... 0.00000 0.05433 0.00000 0.03406 0.00000 0.09630
Peak Runoff Rate (cms). 0.00000 0.13321 0.00000 0.12818 0.00000 0.19377
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.01853 30.09058 30.01374 30.13546 29.97914 30.07353
Peak Runoff Rate (cms). 0.15560 0.00016 0.13570 0.00015 0.23520 0.00026
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.01853 30.09058 30.01374 30.13546 29.97914 30.07353
Peak Runoff Rate (cms). 0.15560 0.00016 0.13570 0.00015 0.23520 0.00026
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) 30.01853 29.07442 30.01374 29.09962 29.97914 29.02707
Peak Runoff Rate (cms). 0.15560 0.13338 0.13570 0.12833 0.23520 0.19403
Unit Runoff (mm/hr).... 137.76012 118.08748 136.83328 125.90557 127.43211 105.12573
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.04083 0.00000 28.97111 0.00000 28.92352
Total Losses (mm)...... 0.00000 0.87632 0.00000 0.88127 0.00000 0.88333
Remaining Depth (mm)... 0.00000 0.08284 0.00000 0.14762 0.00000 0.19315
Peak Runoff Rate (cms). 0.00000 0.09585 0.00000 0.09510 0.00000 0.10349
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.98244 30.08737 29.98967 30.03959 30.10000 30.02322
Peak Runoff Rate (cms). 0.10969 0.00013 0.04677 0.00015 0.00390 0.00017
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.98244 30.08737 29.98967 30.03959 30.10000 30.02322
Peak Runoff Rate (cms). 0.10969 0.00013 0.04677 0.00015 0.00390 0.00017
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) 29.98244 29.04188 29.98967 28.97217 30.10000 28.92462
Peak Runoff Rate (cms). 0.10969 0.09597 0.04677 0.09524 0.00390 0.10366
Unit Runoff (mm/hr).... 128.43953 108.87085 130.60979 93.44043 141.55060 85.52420
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 28.77845 0.00000 29.14633 0.00000 29.08151
Total Losses (mm)...... 0.00000 0.88696 0.00000 0.84645 0.00000 0.87092
Remaining Depth (mm)... 0.00000 0.33459 0.00000 0.00723 0.00000 0.04757
Peak Runoff Rate (cms). 0.00000 0.32028 0.00000 0.02271 0.00000 0.05971
Total Impervious Area
---------------------
Total Runoff Depth (mm) 29.88783 30.00534 29.94070 30.53185 30.02769 30.10356
Peak Runoff Rate (cms). 0.48083 0.00066 0.34808 0.00002 0.06517 0.00007
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 29.88783 30.00534 29.94070 30.53185 30.02769 30.10356
Peak Runoff Rate (cms). 0.48083 0.00066 0.34808 0.00002 0.06517 0.00007
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 29.88783 28.77967 29.94070 29.14771 30.02769 29.08253
Peak Runoff Rate (cms). 0.48083 0.32094 0.34808 0.02273 0.06517 0.05978
Unit Runoff (mm/hr).... 102.67236 68.93553 115.92244 137.52493 139.16479 120.56732
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).... 30.00000 30.00000 30.00000 30.00000 30.00000 30.00000
Max Intensity (mm/hr).. 140.40000 140.40000 140.40000 140.40000 140.40000 140.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 29.06952 0.00000 29.00994 0.00000 28.98958
Total Losses (mm)...... 0.00000 0.87286 0.00000 0.87893 0.00000 0.88025
Remaining Depth (mm)... 0.00000 0.05762 0.00000 0.11113 0.00000 0.13017
Peak Runoff Rate (cms). 0.00000 0.13833 0.00000 0.20914 0.00000 0.31758
Total Impervious Area
---------------------
Total Runoff Depth (mm) 30.00127 30.08473 29.96716 30.06119 29.96134 30.04865
Peak Runoff Rate (cms). 0.15489 0.00017 0.25227 0.00030 0.40323 0.00047
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 30.00127 30.08473 29.96716 30.06119 29.96134 30.04865
Peak Runoff Rate (cms). 0.15489 0.00017 0.25227 0.00030 0.40323 0.00047
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) 30.00127 29.07054 29.96716 29.01099 29.96134 28.99064
Peak Runoff Rate (cms). 0.15489 0.13850 0.25227 0.20943 0.40323 0.31805
Unit Runoff (mm/hr).... 133.87448 116.92294 123.75030 101.36567 121.97745 97.02038
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
200.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| |
| |
| |
| |
| |
| |
| |
160.000 = =
| |
| |
| |
| |
| ################## |
| # # |
| # # |
| # # |
| # # |
120.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN | ################# # |
| # # |
MM/HR | # # |
| # # |
| # # |
80.000 = # # =
| # # |
| # # |
| # # |
| # # |
################## # |
# # |
# # |
# # |
# # |
40.000 # # =
# # |
# ################## |
# # |
# ################# |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of sections 2 to 4 (of 6)
Section 2
N : 0.150 to Station 5.2 Max Topwidth : 13.62 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.43E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 1.44 m^2
Max right bank area : 3.48 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.05 m^2
Natural Cross-Section information for Channel L5
=====================================================
Cross-Section ID (from X1 card) : 5.0 Channel sequence number : 5
Left Overbank Length : 10.0 meters. Maximum Elevation : 100.98 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.00 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.150 to Station 6.0 Max Topwidth : 15.64 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.63E+01 m
" " : 0.150 Beyond Station 13.9 Max left bank area : 2.88 m^2
Max right bank area : 0.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 12.20 m^2
Natural Cross-Section information for Channel L6
=====================================================
Cross-Section ID (from X1 card) : 6.0 Channel sequence number : 6
Left Overbank Length : 10.2 meters. Maximum Elevation : 100.67 meters.
Main Channel Length : 10.2 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.2 meters. Maximum Section Area : 17.13 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.075 to Station 9.5 Max Topwidth : 17.63 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 1.81E+01 m
" " : 0.050 Beyond Station 14.0 Max left bank area : 5.82 m^2
Max right bank area : 3.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.70 m^2
Natural Cross-Section information for Channel L7
=====================================================
Cross-Section ID (from X1 card) : 7.0 Channel sequence number : 7
Left Overbank Length : 10.5 meters. Maximum Elevation : 100.57 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 28.49 m^2.
Maximum hydraulic radius : 1.26 meters.
Manning N : 0.100 to Station 5.9 Max Topwidth : 22.07 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.27E+01 m
" " : 0.050 Beyond Station 17.0 Max left bank area : 2.52 m^2
Max right bank area : 4.76 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.20 m^2
Natural Cross-Section information for Channel L8
=====================================================
Cross-Section ID (from X1 card) : 8.0 Channel sequence number : 8
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.99 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 31.45 m^2.
Maximum hydraulic radius : 1.34 meters.
Manning N : 0.100 to Station 6.9 Max Topwidth : 22.84 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.34E+01 m
" " : 0.050 Beyond Station 25.3 Max left bank area : 0.80 m^2
Max right bank area : 0.84 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 29.81 m^2
Natural Cross-Section information for Channel L9
=====================================================
Cross-Section ID (from X1 card) : 9.0 Channel sequence number : 9
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.97 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.75 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 18.63 m^2.
Maximum hydraulic radius : 0.58 meters.
Manning N : 0.100 to Station 19.3 Max Topwidth : 31.87 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 3.20E+01 m
" " : 0.050 Beyond Station 29.7 Max left bank area : 10.56 m^2
Max right bank area : 0.85 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.22 m^2
Natural Cross-Section information for Channel L10
=====================================================
Cross-Section ID (from X1 card) : 10.0 Channel sequence number : 10
Left Overbank Length : 10.0 meters. Maximum Elevation : 99.30 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 34.08 m^2.
Maximum hydraulic radius : 1.21 meters.
Manning N : 0.100 to Station 12.5 Max Topwidth : 27.76 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.82E+01 m
" " : 0.100 Beyond Station 19.7 Max left bank area : 7.97 m^2
Max right bank area : 11.72 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.40 m^2
Natural Cross-Section information for Channel L11
=====================================================
Cross-Section ID (from X1 card) : 11.0 Channel sequence number : 11
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.40 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 24.31 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.100 to Station 9.4 Max Topwidth : 23.40 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.37E+01 m
" " : 0.050 Beyond Station 18.3 Max left bank area : 4.50 m^2
Max right bank area : 5.17 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.64 m^2
Natural Cross-Section information for Channel L12
=====================================================
Cross-Section ID (from X1 card) : 12.0 Channel sequence number : 12
Left Overbank Length : 16.5 meters. Maximum Elevation : 98.30 meters.
Main Channel Length : 16.5 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.5 meters. Maximum Section Area : 27.23 m^2.
Maximum hydraulic radius : 1.20 meters.
Manning N : 0.100 to Station 9.0 Max Topwidth : 22.04 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 2.26E+01 m
" " : 0.050 Beyond Station 20.5 Max left bank area : 3.20 m^2
Max right bank area : 2.75 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 21.27 m^2
Natural Cross-Section information for Channel L13
=====================================================
Cross-Section ID (from X1 card) : 13.0 Channel sequence number : 13
Left Overbank Length : 17.5 meters. Maximum Elevation : 97.98 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.75 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 25.57 m^2.
Maximum hydraulic radius : 0.74 meters.
Manning N : 0.100 to Station 7.9 Max Topwidth : 33.67 meters.
" " : 0.035 in Main Channel Maximum Wetted Perimeter : 3.44E+01 m
" " : 0.050 Beyond Station 18.0 Max left bank area : 3.36 m^2
Max right bank area : 3.87 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.34 m^2
Natural Cross-Section information for Channel L14
=====================================================
Cross-Section ID (from X1 card) : 14.0 Channel sequence number : 14
Left Overbank Length : 10.0 meters. Maximum Elevation : 97.89 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.80 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 13.80 m^2.
Maximum hydraulic radius : 0.51 meters.
Manning N : 0.075 to Station 4.4 Max Topwidth : 26.90 meters.
" " : 0.075 in Main Channel Maximum Wetted Perimeter : 2.72E+01 m
" " : 0.045 Beyond Station 6.4 Max left bank area : 0.47 m^2
Max right bank area : 12.16 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 1.17 m^2
Natural Cross-Section information for Channel L15
=====================================================
Cross-Section ID (from X1 card) : 15.0 Channel sequence number : 15
Left Overbank Length : 13.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 13.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 13.0 meters. Maximum Section Area : 22.93 m^2.
Maximum hydraulic radius : 0.99 meters.
Manning N : 0.150 to Station 6.5 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.31E+01 m
" " : 0.150 Beyond Station 13.0 Max left bank area : 6.03 m^2
Max right bank area : 7.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.65 m^2
Natural Cross-Section information for Channel L24
=====================================================
Cross-Section ID (from X1 card) : 16.0 Channel sequence number : 16
Left Overbank Length : 20.0 meters. Maximum Elevation : 95.89 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.14 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.150 to Station 5.6 Max Topwidth : 18.86 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.97E+01 m
" " : 0.150 Beyond Station 17.6 Max left bank area : 4.14 m^2
Max right bank area : 1.42 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.58 m^2
Natural Cross-Section information for Channel L25
=====================================================
Cross-Section ID (from X1 card) : 17.0 Channel sequence number : 17
Left Overbank Length : 16.0 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 33.70 m^2.
Maximum hydraulic radius : 1.56 meters.
Manning N : 0.150 to Station 4.7 Max Topwidth : 20.62 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.16E+01 m
" " : 0.150 Beyond Station 12.6 Max left bank area : 5.47 m^2
Max right bank area : 9.78 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.45 m^2
Natural Cross-Section information for Channel L26
=====================================================
Cross-Section ID (from X1 card) : 18.0 Channel sequence number : 18
Left Overbank Length : 15.0 meters. Maximum Elevation : 95.80 meters.
Main Channel Length : 15.0 meters. Maximum depth : 3.00 meters.
Right Overbank Length : 15.0 meters. Maximum Section Area : 32.14 m^2.
Maximum hydraulic radius : 1.74 meters.
Manning N : 0.150 to Station 5.2 Max Topwidth : 16.49 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 1.85E+01 m
" " : 0.150 Beyond Station 15.0 Max left bank area : 4.31 m^2
Max right bank area : 2.97 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 24.86 m^2
Natural Cross-Section information for Channel L27
=====================================================
Cross-Section ID (from X1 card) : 19.0 Channel sequence number : 19
Left Overbank Length : 14.5 meters. Maximum Elevation : 95.87 meters.
Main Channel Length : 14.5 meters. Maximum depth : 3.50 meters.
Right Overbank Length : 14.5 meters. Maximum Section Area : 59.54 m^2.
Maximum hydraulic radius : 1.93 meters.
Manning N : 0.150 to Station 10.3 Max Topwidth : 28.97 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.09E+01 m
" " : 0.150 Beyond Station 18.8 Max left bank area : 10.14 m^2
Max right bank area : 23.29 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 26.10 m^2
Natural Cross-Section information for Channel L28
=====================================================
Cross-Section ID (from X1 card) : 20.0 Channel sequence number : 20
Left Overbank Length : 134.0 meters. Maximum Elevation : 120.20 meters.
Main Channel Length : 134.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 134.0 meters. Maximum Section Area : 59.24 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 54.40 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.46E+01 m
" " : 0.100 Beyond Station 50.0 Max left bank area : 7.20 m^2
Max right bank area : 7.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.80 m^2
Natural Cross-Section information for Channel L29
=====================================================
Cross-Section ID (from X1 card) : 21.0 Channel sequence number : 21
Left Overbank Length : 158.0 meters. Maximum Elevation : 110.70 meters.
Main Channel Length : 158.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 158.0 meters. Maximum Section Area : 50.05 m^2.
Maximum hydraulic radius : 0.98 meters.
Manning N : 0.100 to Station 12.0 Max Topwidth : 50.70 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.09E+01 m
" " : 0.100 Beyond Station 48.0 Max left bank area : 2.94 m^2
Max right bank area : 2.21 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 44.90 m^2
Natural Cross-Section information for Channel L30
=====================================================
Cross-Section ID (from X1 card) : 22.0 Channel sequence number : 22
Left Overbank Length : 150.0 meters. Maximum Elevation : 102.10 meters.
Main Channel Length : 150.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 150.0 meters. Maximum Section Area : 48.61 m^2.
Maximum hydraulic radius : 1.13 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 42.75 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.32E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 6.05 m^2
Max right bank area : 1.51 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 41.05 m^2
Natural Cross-Section information for Channel L31
=====================================================
Cross-Section ID (from X1 card) : 23.0 Channel sequence number : 23
Left Overbank Length : 89.0 meters. Maximum Elevation : 97.00 meters.
Main Channel Length : 89.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 89.0 meters. Maximum Section Area : 44.72 m^2.
Maximum hydraulic radius : 1.07 meters.
Manning N : 0.100 to Station 20.0 Max Topwidth : 41.50 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 4.19E+01 m
" " : 0.100 Beyond Station 49.0 Max left bank area : 5.00 m^2
Max right bank area : 1.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.47 m^2
Natural Cross-Section information for Channel L32
=====================================================
Cross-Section ID (from X1 card) : 24.0 Channel sequence number : 24
Left Overbank Length : 21.0 meters. Maximum Elevation : 95.70 meters.
Main Channel Length : 21.0 meters. Maximum depth : 1.50 meters.
Right Overbank Length : 21.0 meters. Maximum Section Area : 10.12 m^2.
Maximum hydraulic radius : 0.59 meters.
Manning N : 0.125 to Station 9.3 Max Topwidth : 16.73 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 1.71E+01 m
" " : 0.125 Beyond Station 15.5 Max left bank area : 2.68 m^2
Max right bank area : 0.61 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 6.82 m^2
Natural Cross-Section information for Channel L33
=====================================================
Cross-Section ID (from X1 card) : 25.0 Channel sequence number : 25
Left Overbank Length : 10.0 meters. Maximum Elevation : 98.41 meters.
Main Channel Length : 10.0 meters. Maximum depth : 0.90 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 16.46 m^2.
Maximum hydraulic radius : 0.48 meters.
Manning N : 0.150 to Station 11.8 Max Topwidth : 34.05 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 3.46E+01 m
" " : 0.150 Beyond Station 16.8 Max left bank area : 6.19 m^2
Max right bank area : 6.37 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 3.90 m^2
Natural Cross-Section information for Channel L34
=====================================================
Cross-Section ID (from X1 card) : 26.0 Channel sequence number : 26
Left Overbank Length : 17.5 meters. Maximum Elevation : 96.05 meters.
Main Channel Length : 17.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 17.5 meters. Maximum Section Area : 35.88 m^2.
Maximum hydraulic radius : 1.40 meters.
Manning N : 0.125 to Station 4.0 Max Topwidth : 24.90 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 2.56E+01 m
" " : 0.125 Beyond Station 20.5 Max left bank area : 3.49 m^2
Max right bank area : 4.65 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 27.74 m^2
Natural Cross-Section information for Channel L35
=====================================================
Cross-Section ID (from X1 card) : 27.0 Channel sequence number : 27
Left Overbank Length : 21.5 meters. Maximum Elevation : 95.93 meters.
Main Channel Length : 21.5 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 21.5 meters. Maximum Section Area : 63.01 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.125 to Station 9.0 Max Topwidth : 37.44 meters.
" " : 0.125 in Main Channel Maximum Wetted Perimeter : 3.82E+01 m
" " : 0.125 Beyond Station 29.4 Max left bank area : 9.39 m^2
Max right bank area : 8.24 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.38 m^2
Natural Cross-Section information for Channel L36
=====================================================
Cross-Section ID (from X1 card) : 28.0 Channel sequence number : 28
Left Overbank Length : 18.0 meters. Maximum Elevation : 96.15 meters.
Main Channel Length : 18.0 meters. Maximum depth : 3.40 meters.
Right Overbank Length : 18.0 meters. Maximum Section Area : 83.85 m^2.
Maximum hydraulic radius : 2.18 meters.
Manning N : 0.125 to Station 5.7 Max Topwidth : 37.26 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.85E+01 m
" " : 0.125 Beyond Station 27.9 Max left bank area : 8.03 m^2
Max right bank area : 13.14 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 62.69 m^2
Natural Cross-Section information for Channel W2637
=====================================================
Cross-Section ID (from X1 card) : 29.0 Channel sequence number : 29
Left Overbank Length : 10.0 meters. Maximum Elevation : 95.72 meters.
Main Channel Length : 10.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 33.22 m^2.
Maximum hydraulic radius : 1.37 meters.
Manning N : 0.100 to Station 9.3 Max Topwidth : 22.80 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.42E+01 m
" " : 0.100 Beyond Station 13.2 Max left bank area : 9.20 m^2
Max right bank area : 16.38 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.64 m^2
Natural Cross-Section information for Channel L37
=====================================================
Cross-Section ID (from X1 card) : 30.0 Channel sequence number : 30
Left Overbank Length : 23.5 meters. Maximum Elevation : 95.83 meters.
Main Channel Length : 23.5 meters. Maximum depth : 3.60 meters.
Right Overbank Length : 23.5 meters. Maximum Section Area : 64.56 m^2.
Maximum hydraulic radius : 2.08 meters.
Manning N : 0.150 to Station 7.2 Max Topwidth : 29.14 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 3.10E+01 m
" " : 0.150 Beyond Station 18.1 Max left bank area : 15.49 m^2
Max right bank area : 14.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 34.81 m^2
Natural Cross-Section information for Channel L38
=====================================================
Cross-Section ID (from X1 card) : 31.0 Channel sequence number : 31
Left Overbank Length : 14.0 meters. Maximum Elevation : 94.05 meters.
Main Channel Length : 14.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 14.0 meters. Maximum Section Area : 23.65 m^2.
Maximum hydraulic radius : 1.04 meters.
Manning N : 0.150 to Station 25.5 Max Topwidth : 22.36 meters.
" " : 0.045 in Main Channel Maximum Wetted Perimeter : 2.28E+01 m
" " : 0.150 Beyond Station 34.8 Max left bank area : 7.14 m^2
Max right bank area : 1.91 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 14.61 m^2
Natural Cross-Section information for Channel L39
=====================================================
Cross-Section ID (from X1 card) : 32.0 Channel sequence number : 32
Left Overbank Length : 10.0 meters. Maximum Elevation : 96.00 meters.
Main Channel Length : 10.0 meters. Maximum depth : 4.00 meters.
Right Overbank Length : 10.0 meters. Maximum Section Area : 102.10 m^2.
Maximum hydraulic radius : 1.89 meters.
Manning N : 0.150 to Station 21.0 Max Topwidth : 53.20 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 5.40E+01 m
" " : 0.150 Beyond Station 35.5 Max left bank area : 31.77 m^2
Max right bank area : 18.25 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 52.07 m^2
Natural Cross-Section information for Channel L41
=====================================================
Cross-Section ID (from X1 card) : 33.0 Channel sequence number : 33
Left Overbank Length : 54.5 meters. Maximum Elevation : 93.53 meters.
Main Channel Length : 54.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 54.5 meters. Maximum Section Area : 27.51 m^2.
Maximum hydraulic radius : 1.05 meters.
Manning N : 0.150 to Station 22.2 Max Topwidth : 25.25 meters.
" " : 0.100 in Main Channel Maximum Wetted Perimeter : 2.62E+01 m
" " : 0.150 Beyond Station 34.5 Max left bank area : 4.58 m^2
Max right bank area : 2.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 20.54 m^2
Natural Cross-Section information for Channel 4243
=====================================================
Cross-Section ID (from X1 card) : 34.0 Channel sequence number : 34
Left Overbank Length : 60.0 meters. Maximum Elevation : 93.20 meters.
Main Channel Length : 60.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 60.0 meters. Maximum Section Area : 38.48 m^2.
Maximum hydraulic radius : 1.02 meters.
Manning N : 0.150 to Station 29.5 Max Topwidth : 37.34 meters.
" " : 0.080 in Main Channel Maximum Wetted Perimeter : 3.77E+01 m
" " : 0.150 Beyond Station 36.0 Max left bank area : 19.72 m^2
Max right bank area : 7.39 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 11.38 m^2
Natural Cross-Section information for Channel 4344
=====================================================
Cross-Section ID (from X1 card) : 35.0 Channel sequence number : 35
Left Overbank Length : 50.0 meters. Maximum Elevation : 92.40 meters.
Main Channel Length : 50.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 50.0 meters. Maximum Section Area : 36.14 m^2.
Maximum hydraulic radius : 1.12 meters.
Manning N : 0.100 to Station 30.0 Max Topwidth : 31.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 3.23E+01 m
" " : 0.150 Beyond Station 35.4 Max left bank area : 21.11 m^2
Max right bank area : 5.31 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 9.72 m^2
Natural Cross-Section information for Channel 6869
=====================================================
Cross-Section ID (from X1 card) : 36.0 Channel sequence number : 36
Left Overbank Length : 20.0 meters. Maximum Elevation : 90.60 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.80 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 68.81 m^2.
Maximum hydraulic radius : 1.08 meters.
Manning N : 0.050 to Station 22.8 Max Topwidth : 63.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 6.37E+01 m
" " : 0.050 Beyond Station 41.8 Max left bank area : 7.78 m^2
Max right bank area : 22.74 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 38.29 m^2
Natural Cross-Section information for Channel 4445
=====================================================
Cross-Section ID (from X1 card) : 37.0 Channel sequence number : 37
Left Overbank Length : 33.0 meters. Maximum Elevation : 92.54 meters.
Main Channel Length : 33.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 33.0 meters. Maximum Section Area : 45.62 m^2.
Maximum hydraulic radius : 1.65 meters.
Manning N : 0.080 to Station 4.6 Max Topwidth : 26.83 meters.
" " : 0.070 in Main Channel Maximum Wetted Perimeter : 2.76E+01 m
" " : 0.100 Beyond Station 34.4 Max left bank area : 0.00 m^2
Max right bank area : 0.00 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 45.62 m^2
Natural Cross-Section information for Channel 4546
=====================================================
Cross-Section ID (from X1 card) : 38.0 Channel sequence number : 38
Left Overbank Length : 25.0 meters. Maximum Elevation : 91.88 meters.
Main Channel Length : 25.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 25.0 meters. Maximum Section Area : 31.80 m^2.
Maximum hydraulic radius : 1.42 meters.
Manning N : 0.080 to Station 20.4 Max Topwidth : 21.43 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.24E+01 m
" " : 0.080 Beyond Station 24.1 Max left bank area : 21.27 m^2
Max right bank area : 2.53 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.00 m^2
Natural Cross-Section information for Channel 4647
=====================================================
Cross-Section ID (from X1 card) : 39.0 Channel sequence number : 39
Left Overbank Length : 20.0 meters. Maximum Elevation : 91.68 meters.
Main Channel Length : 20.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 20.0 meters. Maximum Section Area : 26.21 m^2.
Maximum hydraulic radius : 1.28 meters.
Manning N : 0.080 to Station 11.2 Max Topwidth : 19.45 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 2.05E+01 m
" " : 0.080 Beyond Station 19.6 Max left bank area : 3.07 m^2
Max right bank area : 5.09 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.06 m^2
Natural Cross-Section information for Channel 4754
=====================================================
Cross-Section ID (from X1 card) : 40.0 Channel sequence number : 40
Left Overbank Length : 31.0 meters. Maximum Elevation : 91.79 meters.
Main Channel Length : 31.0 meters. Maximum depth : 2.50 meters.
Right Overbank Length : 31.0 meters. Maximum Section Area : 43.02 m^2.
Maximum hydraulic radius : 1.33 meters.
Manning N : 0.050 to Station 21.5 Max Topwidth : 31.99 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.24E+01 m
" " : 0.050 Beyond Station 30.0 Max left bank area : 11.29 m^2
Max right bank area : 12.80 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 18.94 m^2
Natural Cross-Section information for Channel 4849
=====================================================
Cross-Section ID (from X1 card) : 41.0 Channel sequence number : 41
Left Overbank Length : 12.0 meters. Maximum Elevation : 92.61 meters.
Main Channel Length : 12.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 12.0 meters. Maximum Section Area : 29.93 m^2.
Maximum hydraulic radius : 0.95 meters.
Manning N : 0.060 to Station 21.7 Max Topwidth : 31.21 meters.
" " : 0.050 in Main Channel Maximum Wetted Perimeter : 3.15E+01 m
" " : 0.060 Beyond Station 30.0 Max left bank area : 6.62 m^2
Max right bank area : 8.10 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 15.20 m^2
Natural Cross-Section information for Channel 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 10.2718 25.6796 630.0000
N2 7.4851 18.7127 0.0000
N3 38.2648 50.0000 0.0000
N4 21.4975 50.0000 0.0000
N5 50.0000 50.0000 0.0000
N6 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N12 22.0870 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N14 37.4490 50.0000 0.0000
N15 47.2316 50.0000 0.0000
N24 18.5087 46.2718 0.0000
N25 41.7490 50.0000 0.0000
N26 24.8654 50.0000 0.0000
N27 33.1695 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N29 50.0000 50.0000 0.0000
N30 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N32 37.8901 50.0000 0.0000
N33 48.3359 50.0000 0.0000
N34 35.5105 50.0000 0.0000
N35 39.4672 50.0000 0.0000
N36 33.6272 50.0000 0.0000
N37 25.7140 50.0000 0.0000
N38 24.1456 50.0000 0.0000
N39 39.5644 50.0000 0.0000
N41 21.5988 50.0000 0.0000
N42 20.4104 50.0000 0.0000
N43 38.1927 50.0000 0.0000
N44 35.8211 50.0000 0.0000
N45 35.5213 50.0000 0.0000
N69 50.0000 50.0000 0.0000
N46 36.4241 50.0000 0.0000
N47 42.8346 50.0000 0.0000
N48 43.8362 50.0000 0.0000
N49 50.0000 50.0000 0.0000
N50 50.0000 50.0000 0.0000
N51 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N53 26.1592 50.0000 0.0000
N54 24.2556 50.0000 0.0000
N55 0.8263 2.0657 230.0000
N56 1.3522 3.3804 20115.0000
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 35.7710 50.0000 0.0000
N62 36.2933 50.0000 0.0000
N63 0.7339 1.8348 625.0000
N64 29.9733 50.0000 0.0000
N65 43.6679 50.0000 0.0000
N66 32.3550 50.0000 0.0000
N67 12.1473 30.3683 0.0000
N68 9.1543 22.8858 0.0000
D1 16.2321 40.5801 0.0000
The junction requiring the smallest time step was...N56
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
L1 4.0898 4.0898 11.6059 0.0833 0.0069 0.0591 Normal Soln
L2 4.5643 4.5643 14.0087 0.0000 0.0058 0.0425 Normal Soln
L3 6.8996 6.8996 32.6505 0.0000 0.0075 0.0620 Normal Soln
L4 6.3454 6.3454 27.6236 0.0000 0.0101 0.1755 Normal Soln
L5 3.9303 3.9303 17.8388 0.0000 0.0071 0.2296 Normal Soln
L6 4.0590 4.0590 28.0862 0.0000 -0.0114 0.0368 Normal Soln
L7 3.7019 3.7019 50.0000 5.0833 0.0150 0.0283 Normal Soln
L8 3.1175 3.1175 50.0000 248.2500 0.0245 0.0396 Normal Soln
L9 6.3995 6.3995 26.4847 0.0000 0.0097 0.5184 Normal Soln
L10 4.2720 4.2720 36.2965 6.5833 0.0116 0.0124 Normal Soln
L11 6.2730 6.2730 50.0000 0.0000 0.0686 0.0369 Normal Soln
L12 5.3274 5.3274 50.0000 0.0000 0.1028 0.0298 Normal Soln
L13 5.7810 5.7810 50.0000 0.0000 0.1209 0.0802 Normal Soln
L14 4.7259 4.7259 17.7026 0.0000 0.0715 1.0737 Normal Soln
L15 5.6875 5.6875 26.4070 0.0000 0.0924 0.0957 Normal Soln
L24 8.7702 8.7702 30.9978 0.0000 0.0678 0.0843 Normal Soln
L25 6.1440 6.1440 27.2820 0.0000 0.0734 0.0529 Normal Soln
L26 5.0708 5.0708 16.6738 0.0000 0.0458 0.1293 Normal Soln
L27 5.1082 5.1082 16.7725 0.0000 0.0535 0.0123 Normal Soln
L28 50.0000 50.0000 50.0000 0.0000 0.0055 0.0071 Normal Soln
L29 50.0000 50.0000 50.0000 0.0000 0.0071 0.0191 Normal Soln
L30 50.0000 50.0000 50.0000 0.0000 0.0094 0.0211 Normal Soln
L31 38.5273 38.5273 50.0000 0.0000 0.0202 0.0471 Normal Soln
L32 7.5097 7.5097 25.7243 0.0000 0.0133 0.3834 Normal Soln
L33 7.0599 7.0599 28.8735 0.0000 0.0035 0.0467 Normal Soln
L34 7.3996 7.3996 50.0000 0.0000 0.0256 0.1636 Normal Soln
L35 9.6171 9.6171 31.3488 0.0000 0.0301 0.0292 Normal Soln
L36 6.2500 6.2500 12.3633 0.0000 0.0272 0.0074 Normal Soln
W2637 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
L37 9.1561 9.1561 47.3022 0.0000 0.0183 0.0173 Normal Soln
L38 4.9162 4.9162 17.0073 0.0000 0.0436 0.4466 Normal Soln
L39 3.4070 3.4070 14.0390 0.0000 -0.0425 0.0412 Normal Soln
L41 18.8312 18.8312 50.0000 0.0000 0.0378 0.3693 Normal Soln
4243 22.4245 22.4245 50.0000 0.0000 -0.0550 0.1623 Normal Soln
4344 18.9655 18.9655 50.0000 0.0000 0.0276 0.1437 Normal Soln
6869 6.7158 6.7158 45.0258 0.0000 0.0113 0.1776 Normal Soln
4445 11.7236 11.7236 50.0000 0.0000 -0.0433 0.1059 Normal Soln
4546 8.7072 8.7072 23.8080 0.0000 0.0353 0.0970 Normal Soln
4647 6.0384 6.0384 20.0106 0.0000 0.0346 0.4732 Normal Soln
4754 10.8808 10.8808 33.8616 0.0000 0.0339 0.1324 Normal Soln
4849 5.9187 5.9187 16.0924 0.0000 0.0054 0.0233 Normal Soln
4950 3.0356 3.0356 12.4111 0.0000 0.0056 0.0182 Normal Soln
5051 9.1157 9.1157 24.9575 0.0000 0.0078 0.0333 Normal Soln
5152 2.7727 2.7727 10.2819 0.0000 0.0082 0.0269 Normal Soln
5253 8.0270 8.0270 18.6182 0.0000 -0.0152 0.0373 Normal Soln
5354 11.4471 11.4471 50.0000 0.0000 -0.0160 0.0244 Normal Soln
5462 3.8200 3.8200 44.1225 0.0000 0.0323 0.0708 Normal Soln
5657 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5758 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
5859 11.2087 11.2087 30.1100 0.0000 0.0031 0.0283 Normal Soln
5960 11.4726 11.4726 28.3175 0.0000 0.0030 0.0263 Normal Soln
6061 11.4378 11.4378 50.0000 0.0000 0.0030 0.0132 Normal Soln
6162 11.4844 11.4844 22.8809 0.0000 0.0049 0.0111 Normal Soln
6465 11.3505 11.3505 34.9831 0.0000 0.0350 0.1122 Normal Soln
6566 12.0705 12.0705 48.5446 0.0000 0.0202 0.1578 Normal Soln
6667 16.1835 16.1835 50.0000 0.0000 0.0167 0.1699 Normal Soln
L595 1.7598 1.7598 42.9172 0.0000 0.0467 0.1609 Normal Soln
5556ova 8.7871 8.7871 14.6291 0.0000 0.0030 0.0264 Normal Soln
5556unda 3.1299 3.1299 8.3358 0.0000 0.0074 1.9652 Normal Soln
5663ova 49.1290 49.1290 50.0000 0.0000 0.0024 0.0499 Normal Soln
5663und 15.2489 15.2489 38.8013 0.0000 0.0035 2.2565 Normal Soln
6364ova 50.0000 50.0000 50.0000 0.0000 -0.0013 0.0005 Normal Soln
6364und 14.7993 14.7993 27.9230 0.0000 -0.1502 24.5313 Normal Soln
6264ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6264und 1.4404 1.4404 3.5683 28.0000 0.0061 1.3875 Normal Soln
6768ova 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
6768und 1.5694 1.5694 4.4291 72.0000 0.0060 1.1839 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...................................6364und
*===============================================*
* 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/ 0.01 / 101.72/ N3/ 0.02 / 100.40/
N4/ 0.03 / 99.49/ N5/ 0.21 / 99.25/ N6/ 0.39 / 99.25/
N7/ 0.92 / 99.25/ N8/ 1.45 / 99.25/ N9/ 1.88 / 99.25/
N10/ 1.70 / 98.70/ N11/ 0.57 / 97.27/ N12/ 1.17 / 97.27/
N13/ 1.77 / 97.27/ N14/ 2.32 / 97.27/ N15/ 0.01 / 94.47/
N24/ 0.10 / 94.13/ N25/ 0.03 / 93.62/ N26/ 0.07 / 92.92/
N27/ 0.02 / 92.76/ N28/ 0.01 / 120.51/ N29/ 0.00 / 113.50/
N30/ 0.01 / 105.51/ N31/ 0.06 / 97.56/ N32/ 0.13 / 94.93/
N33/ 0.01 / 97.52/ N34/ 0.06 / 94.13/ N35/ 0.13 / 94.10/
N36/ 0.05 / 93.03/ N37/ 0.05 / 92.36/ N38/ 0.19 / 92.19/
N39/ 0.21 / 92.19/ N41/ 0.10 / 91.98/ N42/ 0.10 / 91.58/
N43/ 0.11 / 90.76/ N44/ 0.07 / 90.07/ N45/ 0.12 / 89.82/
N69/ 0.06 / 87.74/ N46/ 0.13 / 89.47/ N47/ 0.12 / 89.44/
N48/ 0.01 / 90.59/ N49/ 0.00 / 90.41/ N50/ 0.01 / 90.34/
N51/ 0.00 / 90.07/ N52/ 0.01 / 89.94/ N53/ 0.00 / 89.53/
N54/ 0.09 / 89.27/ N55/ 0.01 / 98.93/ N56/ 0.01 / 98.41/
N57/ 0.00 / 99.23/ N58/ 0.00 / 92.44/ N59/ 0.00 / 91.60/
N60/ 0.00 / 91.16/ N61/ 0.00 / 90.50/ N62/ 0.01 / 88.93/
N63/ 0.00 / 95.75/ N64/ 0.11 / 88.74/ N65/ 0.13 / 88.21/
N66/ 0.21 / 87.99/ N67/ 0.38 / 87.99/ N68/ 0.09 / 87.93/
D1/ 0.02 / 88.77/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
L1/ 0.00 / L2/ 0.00*/ L3/ 0.00*/
L4/ 0.00*/ L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.00 /
L10/ 0.00*/ L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.00 / L15/ 0.00*/
L24/ 0.00 / L25/ 0.00*/ L26/ 0.00 /
L27/ 0.00*/ L28/ 0.00 / L29/ 0.00*/
L30/ 0.01*/ L31/ 0.01*/ L32/ 0.01 /
L33/ 0.00 / L34/ 0.01 / L35/ 0.01 /
L36/ 0.01 / W2637/ 0.00 / L37/ 0.01*/
L38/ 0.01 / L39/ -0.01 / L41/ 0.01 /
4243/ 0.02*/ 4344/ 0.02 / 6869/ 0.02 /
4445/ 0.02*/ 4546/ 0.02*/ 4647/ 0.02 /
4754/ 0.02 / 4849/ 0.00 / 4950/ 0.00*/
5051/ 0.00 / 5152/ 0.00*/ 5253/ 0.00 /
5354/ 0.00*/ 5462/ 0.02*/ 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00*/ 5960/ 0.00 /
6061/ 0.00*/ 6162/ 0.00*/ 6465/ 0.02*/
6566/ 0.02*/ 6667/ 0.02 / L595/ 0.02*/
5556ova/ 0.00*/ 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.00*/
6264ova/ 0.00 / 6264und/ 0.02 / 6768ova/ 0.00 /
6768und/ 0.02 / FREE # 1/ 0.02 /
Conduit/ Velocity
L1/ 0.09 / L2/ 0.07 / L3/ 0.06 /
L4/ 0.01 / L5/ 0.00 / L6/ 0.00 /
L7/ 0.00 / L8/ 0.00 / L9/ 0.03 /
L10/ 0.00 / L11/ 0.00 / L12/ 0.00 /
L13/ 0.00 / L14/ 0.15 / L15/ 0.01 /
L24/ 0.12 / L25/ 0.07 / L26/ 0.08 /
L27/ 0.03 / L28/ 0.06 / L29/ 0.03 /
L30/ 0.05 / L31/ 0.08 / L32/ 0.21 /
L33/ 0.02 / L34/ 0.04 / L35/ 0.22 /
L36/ 0.35 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.06 / L39/ -0.04 / L41/ 0.13 /
4243/ 0.18 / 4344/ 0.22 / 6869/ 0.10 /
4445/ 0.11 / 4546/ 0.35 / 4647/ 0.11 /
4754/ 0.21 / 4849/ 0.05 / 4950/ 0.02 /
5051/ 0.06 / 5152/ 0.02 / 5253/ 0.08 /
5354/ 0.01 / 5462/ 0.10 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.02 / 5960/ 0.02 /
6061/ 0.01 / 6162/ 0.04 / 6465/ 0.32 /
6566/ 0.16 / 6667/ 0.03 / L595/ 0.08 /
5556ova/ 0.00 / 5556unda/ 0.28 / 5663ova/ 0.00 /
5663und/ 0.26 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.33 / 6768ova/ 0.00 /
6768und/ 0.49 /
Conduit/ Width
L1/ 0.08 / L2/ 0.09 / L3/ 0.13 /
L4/ 0.84 / L5/ 2.86 / L6/ 5.12 /
L7/ 10.76 / L8/ 16.93 / L9/ 1.91 /
L10/ 5.84 / L11/ 10.39 / L12/ 12.59 /
L13/ 13.18 / L14/ 0.45 / L15/ 4.16 /
L24/ 0.88 / L25/ 1.15 / L26/ 0.87 /
L27/ 1.37 / L28/ 0.18 / L29/ 0.40 /
L30/ 2.03 / L31/ 1.91 / L32/ 0.77 /
L33/ 0.06 / L34/ 3.80 / L35/ 0.66 /
L36/ 0.42 / W2637/ 0.00 / L37/ 1.61 /
L38/ 2.19 / L39/ 2.32 / L41/ 1.93 /
4243/ 1.39 / 4344/ 1.29 / 6869/ 2.07 /
4445/ 2.28 / 4546/ 0.68 / 4647/ 2.16 /
4754/ 1.34 / 4849/ 0.21 / 4950/ 0.46 /
5051/ 0.24 / 5152/ 0.47 / 5253/ 0.19 /
5354/ 1.17 / 5462/ 2.39 / 5657/ 0.00 /
5758/ 0.22 / 5859/ 0.07 / 5960/ 0.08 /
6061/ 0.37 / 6162/ 0.04 / 6465/ 0.82 /
6566/ 1.25 / 6667/ 4.07 / L595/ 2.80 /
5556ova/ 0.02 / 5556unda/ 0.15 / 5663ova/ 0.06 /
5663und/ 0.15 / 6364ova/ 0.03 / 6364und/ 0.27 /
6264ova/ 0.00 / 6264und/ 0.53 / 6768ova/ 0.00 /
6768und/ 0.50 /
Junction/ EGL
N1/ 0.02 / N2/ 0.01 / N3/ 0.02 /
N4/ 0.03 / N5/ 0.21 / N6/ 0.39 /
N7/ 0.92 / N8/ 1.45 / N9/ 1.88 /
N10/ 2.21 / N11/ 0.57 / N12/ 1.17 /
N13/ 1.77 / N14/ 2.32 / N15/ 2.72 /
N24/ 0.10 / N25/ 0.03 / N26/ 0.07 /
N27/ 0.02 / N28/ 0.01 / N29/ 0.01 /
N30/ 0.01 / N31/ 0.06 / N32/ 0.13 /
N33/ 0.01 / N34/ 3.05 / N35/ 0.13 /
N36/ 0.05 / N37/ 0.05 / N38/ 0.19 /
N39/ 0.21 / N41/ 0.10 / N42/ 0.10 /
N43/ 0.12 / N44/ 0.08 / N45/ 0.12 /
N69/ 0.06 / N46/ 0.13 / N47/ 0.12 /
N48/ 0.01 / N49/ 0.00 / N50/ 0.01 /
N51/ 0.00 / N52/ 0.01 / N53/ 0.00 /
N54/ 0.10 / N55/ 0.01 / N56/ 0.08 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.01 /
N63/ 1.26 / N64/ 0.12 / N65/ 0.14 /
N66/ 0.21 / N67/ 0.38 / N68/ 0.10 /
D1/ 0.02 /
Junction/ Freeboard
N1/ 7.15 / N2/ 8.28 / N3/ 9.60 /
N4/ 10.51 / N5/ 10.75 / N6/ 10.75 /
N7/ 10.75 / N8/ 10.75 / N9/ 10.75 /
N10/ 11.30 / N11/ 12.73 / N12/ 12.73 /
N13/ 12.73 / N14/ 12.73 / N15/ 15.53 /
N24/ 15.87 / N25/ 16.38 / N26/ 17.08 /
N27/ 17.24 / N28/ 9.49 / N29/ 6.50 /
N30/ 4.49 / N31/ 12.44 / N32/ 15.07 /
N33/ 12.48 / N34/ 15.87 / N35/ 15.90 /
N36/ 16.97 / N37/ 17.64 / N38/ 17.81 /
N39/ 17.81 / N41/ 18.02 / N42/ 18.42 /
N43/ 19.24 / N44/ 19.93 / N45/ 20.18 /
N69/ 22.26 / N46/ 20.53 / N47/ 10.56 /
N48/ 8.41 / N49/ 8.59 / N50/ 8.66 /
N51/ 8.93 / N52/ 9.06 / N53/ 9.47 /
N54/ 9.73 / N55/ 11.07 / N56/ 11.59 /
N57/ 10.77 / N58/ 6.56 / N59/ 7.40 /
N60/ 7.84 / N61/ 8.50 / N62/ 10.07 /
N63/ 3.25 / N64/ 10.26 / N65/ 10.79 /
N66/ 11.01 / N67/ 11.01 / N68/ 11.07 /
D1/ 21.23 /
Junction/ Max Volume
N1/ 0.64 / N2/ 0.50 / N3/ 0.57 /
N4/ 0.78 / N5/ 0.73 / N6/ 0.65 /
N7/ 1.19 / N8/ 1.72 / N9/ 2.15 /
N10/ 1.83 / N11/ 0.88 / N12/ 1.48 /
N13/ 2.08 / N14/ 2.63 / N15/ 0.35 /
N24/ 0.56 / N25/ 0.49 / N26/ 0.82 /
N27/ 0.46 / N28/ 0.23 / N29/ 0.31 /
N30/ 0.29 / N31/ 0.53 / N32/ 0.83 /
N33/ 0.33 / N34/ 0.76 / N35/ 0.81 /
N36/ 0.57 / N37/ 0.72 / N38/ 1.01 /
N39/ 0.96 / N41/ 0.93 / N42/ 0.95 /
N43/ 0.92 / N44/ 0.73 / N45/ 0.95 /
N69/ 1.15 / N46/ 0.97 / N47/ 0.90 /
N48/ 0.29 / N49/ 0.27 / N50/ 0.33 /
N51/ 0.30 / N52/ 0.43 / N53/ 0.64 /
N54/ 0.99 / N55/ 1.03 / N56/ 1.11 /
N57/ 0.00 / N58/ 0.11 / N59/ 0.15 /
N60/ 0.10 / N61/ 0.39 / N62/ 1.25 /
N63/ 1.27 / N64/ 0.89 / N65/ 1.30 /
N66/ 1.58 / N67/ 1.75 / N68/ 1.15 /
D1/ 1.42 /
Junction/Total Fldng
N1/ 0.00 / N2/ 0.00 / N3/ 0.00 /
N4/ 0.00 / N5/ 0.00 / N6/ 0.00 /
N7/ 0.00 / N8/ 0.00 / N9/ 0.00 /
N10/ 0.00 / N11/ 0.00 / N12/ 0.00 /
N13/ 0.00 / N14/ 0.00 / N15/ 0.00 /
N24/ 0.00 / N25/ 0.00 / N26/ 0.00 /
N27/ 0.00 / N28/ 0.00 / N29/ 0.00 /
N30/ 0.00 / N31/ 0.00 / N32/ 0.00 /
N33/ 0.00 / N34/ 0.00 / N35/ 0.00 /
N36/ 0.00 / N37/ 0.00 / N38/ 0.00 /
N39/ 0.00 / N41/ 0.00 / N42/ 0.00 /
N43/ 0.00 / N44/ 0.00 / N45/ 0.00 /
N69/ 0.00 / N46/ 0.00 / N47/ 0.00 /
N48/ 0.00 / N49/ 0.00 / N50/ 0.00 /
N51/ 0.00 / N52/ 0.00 / N53/ 0.00 /
N54/ 0.00 / N55/ 0.00 / N56/ 0.00 /
N57/ 0.00 / N58/ 0.00 / N59/ 0.00 /
N60/ 0.00 / N61/ 0.00 / N62/ 0.00 /
N63/ 0.00 / N64/ 0.00 / N65/ 0.00 /
N66/ 0.00 / N67/ 0.00 / N68/ 0.00 /
D1/ 0.00 /
Conduit/ Cross Sectional Area
L1/ 0.00 / L2/ 0.00 / L3/ 0.01 /
L4/ 0.08 / L5/ 0.56 / L6/ 1.84 /
L7/ 6.61 / L8/ 14.32 / L9/ 0.03 /
L10/ 2.57 / L11/ 4.96 / L12/ 9.55 /
L13/ 11.73 / L14/ 0.03 / L15/ 0.30 /
L24/ 0.03 / L25/ 0.06 / L26/ 0.05 /
L27/ 0.14 / L28/ 0.01 / L29/ 0.03 /
L30/ 0.15 / L31/ 0.12 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.24 / L35/ 0.04 /
L36/ 0.03 / W2637/ 0.00 / L37/ 0.16 /
L38/ 0.23 / L39/ 0.35 / L41/ 0.12 /
4243/ 0.08 / 4344/ 0.07 / 6869/ 0.19 /
4445/ 0.15 / 4546/ 0.05 / 4647/ 0.15 /
4754/ 0.08 / 4849/ 0.01 / 4950/ 0.02 /
5051/ 0.01 / 5152/ 0.03 / 5253/ 0.01 /
5354/ 0.10 / 5462/ 0.18 / 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/ 0.64 / L595/ 0.21 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.01 /
6264ova/ 0.00 / 6264und/ 0.03 / 6768ova/ 0.00 /
6768und/ 0.02 /
Conduit/ Final Volume
L1/ 0.03 / L2/ 0.04 / L3/ 0.08 /
L4/ 1.32 / L5/ 5.61 / L6/ 18.79 /
L7/ 69.43 / L8/ 143.24 / L9/ 0.29 /
L10/ 25.75 / L11/ 81.89 / L12/ 157.53 /
L13/ 205.21 / L14/ 0.26 / L15/ 3.88 /
L24/ 0.68 / L25/ 0.92 / L26/ 0.78 /
L27/ 2.06 / L28/ 1.66 / L29/ 4.58 /
L30/ 22.94 / L31/ 10.28 / L32/ 0.96 /
L33/ 0.01 / L34/ 4.14 / L35/ 0.95 /
L36/ 0.51 / W2637/ 0.00 / L37/ 3.79 /
L38/ 3.20 / L39/ 3.54 / L41/ 6.38 /
4243/ 5.05 / 4344/ 3.58 / 6869/ 3.84 /
4445/ 4.95 / 4546/ 1.17 / 4647/ 3.04 /
4754/ 2.52 / 4849/ 0.11 / 4950/ 0.15 /
5051/ 0.18 / 5152/ 0.18 / 5253/ 0.15 /
5354/ 2.85 / 5462/ 2.14 / 5657/ 0.00 /
5758/ 0.16 / 5859/ 0.04 / 5960/ 0.03 /
6061/ 0.12 / 6162/ 0.04 / 6465/ 1.80 /
6566/ 4.09 / 6667/ 31.80 / L595/ 1.25 /
5556ova/ 0.00 / 5556unda/ 0.01 / 5663ova/ 0.00 /
5663und/ 0.05 / 6364ova/ 0.00 / 6364und/ 1.59 /
6264ova/ 0.00 / 6264und/ 0.48 / 6768ova/ 0.00 /
6768und/ 0.35 /
Conduit/ Hydraulic Radius
L1/ 0.01 / L2/ 0.01 / L3/ 0.01 /
L4/ 0.05 / L5/ 0.18 / L6/ 0.29 /
L7/ 0.57 / L8/ 0.82 / L9/ 0.01 /
L10/ 0.20 / L11/ 0.42 / L12/ 0.71 /
L13/ 0.84 / L14/ 0.04 / L15/ 0.04 /
L24/ 0.02 / L25/ 0.02 / L26/ 0.02 /
L27/ 0.05 / L28/ 0.00 / L29/ 0.01 /
L30/ 0.03 / L31/ 0.05 / L32/ 0.05 /
L33/ 0.00 / L34/ 0.05 / L35/ 0.04 /
L36/ 0.02 / W2637/ 0.00 / L37/ 0.06 /
L38/ 0.10 / L39/ 0.07 / L41/ 0.06 /
4243/ 0.05 / 4344/ 0.05 / 6869/ 0.06 /
4445/ 0.05 / 4546/ 0.06 / 4647/ 0.06 /
4754/ 0.05 / 4849/ 0.00 / 4950/ 0.00 /
5051/ 0.00 / 5152/ 0.01 / 5253/ 0.00 /
5354/ 0.01 / 5462/ 0.01 / 5657/ 0.00 /
5758/ 0.00 / 5859/ 0.00 / 5960/ 0.00 /
6061/ 0.00 / 6162/ 0.00 / 6465/ 0.06 /
6566/ 0.08 / 6667/ 0.14 / L595/ 0.01 /
5556ova/ 0.00 / 5556unda/ 0.00 / 5663ova/ 0.00 /
5663und/ 0.00 / 6364ova/ 0.00 / 6364und/ 0.03 /
6264ova/ 0.00 / 6264und/ 0.04 / 6768ova/ 0.00 /
6768und/ 0.03 /
Conduit/ Upstream/ Downstream Elevation
L1/ 102.85/ 101.72 L2/ 101.72/ 100.40 L3/ 100.40/ 99.49/
L4/ 99.49/ 99.25 L5/ 99.25/ 99.25 L6/ 99.25/ 99.25/
L7/ 99.25/ 99.25 L8/ 99.25/ 99.25 L9/ 99.25/ 99.21/
L10/ 98.70/ 97.27 L11/ 97.27/ 97.27 L12/ 97.27/ 97.27/
L13/ 97.27/ 97.27 L14/ 97.27/ 97.18 L15/ 94.47/ 94.13/
L24/ 94.13/ 93.62 L25/ 93.62/ 92.92 L26/ 92.92/ 92.76/
L27/ 92.76/ 92.19 L28/ 120.51/ 113.50 L29/ 113.50/ 105.51/
L30/ 105.51/ 97.56 L31/ 97.56/ 94.93 L32/ 94.93/ 94.13/
L33/ 97.52/ 97.12 L34/ 94.13/ 94.10 L35/ 94.10/ 93.03/
L36/ 93.03/ 92.36 W2637/ 92.36/ 92.36 L37/ 92.36/ 92.19/
L38/ 92.19/ 92.19 L39/ 92.18/ 92.19 L41/ 91.98/ 91.58/
4243/ 91.58/ 90.76 4344/ 90.76/ 90.07 6869/ 87.93/ 87.74/
4445/ 90.07/ 89.82 4546/ 89.82/ 89.47 4647/ 89.47/ 89.44/
4754/ 89.44/ 89.27 4849/ 90.59/ 90.41 4950/ 90.41/ 90.34/
5051/ 90.34/ 90.07 5152/ 90.07/ 89.94 5253/ 89.94/ 89.53/
5354/ 89.53/ 89.27 5462/ 89.27/ 88.93 5657/ 99.23/ 99.23/
5758/ 99.23/ 92.44 5859/ 92.44/ 91.60 5960/ 91.60/ 91.16/
6061/ 91.16/ 90.50 6162/ 90.50/ 88.93 6465/ 88.74/ 88.21/
6566/ 88.21/ 87.99 6667/ 87.99/ 87.99 L595/ 88.93/ 88.77/
5556ova/ 98.41/ 98.41 5556unda/ 98.93/ 98.47 5663ova/ 95.75/ 95.75/
5663und/ 98.41/ 97.00 6364ova/ 88.74/ 88.74 6364und/ 95.75/ 88.74/
6264ova/ 88.74/ 88.74 6264und/ 88.77/ 88.74 6768ova/ 87.93/ 87.93/
6768und/ 87.99/ 87.93
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 15051
Total number of time steps during simulation.... 9733
Ratio of actual # of time steps / NTCYC......... 2.253
Average number of iterations per time step...... 1.546
Average time step size(seconds)................ 2.219
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 2.500
Average minimum Conduit Courant time step (sec). 3.159
Average minimum implicit time step (sec)........ 2.996
Average minimum junction time step (sec)........ 2.996
Average Courant Factor Tf....................... 2.996
Number of times omega reduced................... 314
*=========================================================*
| 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 1.16 11269 0 6 0 0 0
N2 0 1.16 11327 4 10 1 0 0
N3 0 1.14 11106 0 8 0 0 0
N4 0 1.18 11440 0 6 0 0 0
N5 0 1.31 12736 0 12 1 0 0
N6 0 1.51 14711 0 9 0 0 0
N7 0 2.29 22312 0 13 10 0 0
N8 0 3.11 30307 116 20 68 0 0
N9 0 2.52 24487 39 14 22 0 0
N10 0 1.13 11025 0 7 0 0 0
N11 0 1.75 17033 0 31 2 1 0
N12 0 2.53 24634 1 15 1 0 0
N13 0 2.87 27973 1 22 4 0 0
N14 0 2.34 22775 5 23 6 0 0
N15 0 1.14 11054 0 7 0 0 0
N24 0 1.15 11161 1 14 1 0 0
N25 0 1.14 11142 0 10 1 0 0
N26 0 1.24 12026 1 10 1 0 0
N27 0 1.17 11402 0 6 0 0 0
N28 0 1.06 10319 0 5 0 0 0
N29 0 1.14 11098 0 13 1 0 0
N30 0 1.16 11325 0 14 1 0 0
N31 0 1.09 10576 0 15 2 0 0
N32 0 1.13 10956 0 7 0 0 0
N33 0 1.13 11016 0 7 0 0 0
N34 0 1.19 11537 1 7 0 0 0
N35 0 1.22 11880 0 6 0 0 0
N36 0 1.12 10940 0 7 0 0 0
N37 0 1.19 11606 0 9 0 0 0
N38 0 1.23 12019 0 19 1 0 0
N39 0 1.14 11124 0 9 0 0 0
N41 0 1.20 11723 0 9 0 0 0
N42 0 1.21 11803 2 18 1 0 0
N43 0 1.20 11703 0 6 0 0 0
N44 0 1.17 11370 0 6 0 0 0
N45 0 1.17 11377 0 5 0 0 0
N69 0 1.21 11825 2 8 0 0 0
N46 0 1.17 11430 0 6 0 0 0
N47 0 1.18 11477 0 6 0 0 0
N48 0 1.12 10862 0 5 0 0 0
N49 0 1.18 11452 0 11 1 0 0
N50 0 1.15 11220 0 6 0 0 0
N51 0 1.18 11525 0 6 0 0 0
N52 0 1.22 11917 0 9 0 0 0
N53 0 1.52 14797 0 7 0 0 0
N54 0 1.61 15687 0 12 1 0 0
N55 0 1.12 10895 2 8 0 0 0
N56 0 1.17 11432 4 11 1 0 0
N57 0 1.00 9733 0 1 0 0 0
N58 0 1.09 10641 0 5 0 0 0
N59 0 1.14 11051 0 11 1 0 0
N60 0 1.16 11298 0 6 0 0 0
N61 0 1.12 10936 0 5 0 0 0
N62 0 2.00 19457 1 7 0 0 0
N63 0 1.53 14934 75 31 150 9 0
N64 0 1.36 13262 0 19 56 0 0
N65 0 1.18 11444 0 6 0 0 0
N66 0 1.19 11619 0 6 0 0 0
N67 0 1.23 11948 1 7 0 0 0
N68 0 1.17 11401 1 6 0 0 0
D1 0 1.76 17167 57 8 0 0 0
Total number of iterations for all junctions.. 811702
Minimum number of possible iterations......... 593713
Efficiency of the simulation.................. 1.37
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 103.4724 0 15 0.0000 6.5276 1.0000 0.0000 0.0000 0.0000
N2 110.0000 103.7100 102.2127 0 15 0.0000 7.7873 1.0000 0.0000 0.0000 0.0000
N3 110.0000 102.3800 100.9549 0 15 0.0000 9.0451 1.0000 0.0000 0.0000 0.0000
N4 110.0000 101.4600 100.2376 0 15 0.0000 9.7624 1.0000 0.0000 0.0000 0.0000
N5 110.0000 101.0400 99.7735 0 15 0.0000 10.2265 1.0000 0.0000 0.0000 0.0000
N6 110.0000 100.8600 99.5131 0 15 0.0000 10.4869 1.0000 0.0000 0.0000 0.0000
N7 110.0000 100.8300 99.5192 0 16 0.0000 10.4808 1.0000 0.0000 0.0000 0.0000
N8 110.0000 100.3000 99.5198 0 16 0.0000 10.4802 1.0000 0.0000 0.0000 0.0000
N9 110.0000 99.9700 99.5199 0 16 0.0000 10.4801 1.0000 0.0000 0.0000 0.0000
N10 110.0000 100.7000 98.8313 0 16 0.0000 11.1687 1.0000 0.0000 0.0000 0.0000
N11 110.0000 98.7000 97.5809 0 15 0.0000 12.4191 1.0000 0.0000 0.0000 0.0000
N12 110.0000 98.6000 97.5813 0 15 0.0000 12.4187 1.0000 0.0000 0.0000 0.0000
N13 110.0000 98.2500 97.5813 0 15 0.0000 12.4187 1.0000 0.0000 0.0000 0.0000
N14 110.0000 97.9400 97.5818 0 15 0.0000 12.4182 1.0000 0.0000 0.0000 0.0000
N15 110.0000 97.9300 94.8097 0 15 0.0000 15.1903 1.0000 0.0000 0.0000 0.0000
N24 110.0000 96.0300 94.5872 0 16 0.0000 15.4128 1.0000 0.0000 0.0000 0.0000
N25 110.0000 96.0900 94.0836 0 15 0.0000 15.9164 1.0000 0.0000 0.0000 0.0000
N26 110.0000 95.8500 93.6673 0 16 0.0000 16.3327 1.0000 0.0000 0.0000 0.0000
N27 110.0000 96.2400 93.2010 0 16 0.0000 16.7990 1.0000 0.0000 0.0000 0.0000
N28 130.0000 122.5000 120.7306 0 16 0.0000 9.2694 1.0000 0.0000 0.0000 0.0000
N29 120.0000 115.5000 113.8092 0 16 0.0000 6.1908 1.0000 0.0000 0.0000 0.0000
N30 110.0000 107.5000 105.7901 0 20 0.0000 4.2099 1.0000 0.0000 0.0000 0.0000
N31 110.0000 99.5000 98.0310 0 18 0.0000 11.9690 1.0000 0.0000 0.0000 0.0000
N32 110.0000 96.8000 95.6302 0 20 0.0000 14.3698 1.0000 0.0000 0.0000 0.0000
N33 110.0000 98.4100 97.8357 0 15 0.0000 12.1643 1.0000 0.0000 0.0000 0.0000
N34 110.0000 98.0200 94.8297 0 20 0.0000 15.1703 1.0000 0.0000 0.0000 0.0000
N35 110.0000 96.7700 94.7768 0 20 0.0000 15.2232 1.0000 0.0000 0.0000 0.0000
N36 110.0000 96.3800 93.5457 0 19 0.0000 16.4543 1.0000 0.0000 0.0000 0.0000
N37 110.0000 95.9100 93.0272 0 18 0.0000 16.9728 1.0000 0.0000 0.0000 0.0000
N38 110.0000 95.6000 93.0091 0 18 0.0000 16.9909 1.0000 0.0000 0.0000 0.0000
N39 110.0000 95.9800 92.9389 0 18 0.0000 17.0611 1.0000 0.0000 0.0000 0.0000
N41 110.0000 96.1800 92.8101 0 19 0.0000 17.1899 1.0000 0.0000 0.0000 0.0000
N42 110.0000 93.4800 92.4293 0 20 0.0000 17.5707 1.0000 0.0000 0.0000 0.0000
N43 110.0000 92.6500 91.5680 0 22 0.0000 18.4320 1.0000 0.0000 0.0000 0.0000
N44 110.0000 92.5000 90.7327 0 23 0.0000 19.2673 1.0000 0.0000 0.0000 0.0000
N45 110.0000 92.2000 90.6482 0 23 0.0000 19.3518 1.0000 0.0000 0.0000 0.0000
N69 110.0000 90.4800 88.8279 0 40 0.0000 21.1721 1.0000 0.0000 0.0000 0.0000
N46 110.0000 91.8400 90.3112 0 27 0.0000 19.6888 1.0000 0.0000 0.0000 0.0000
N47 100.0000 91.8200 90.2226 0 29 0.0000 9.7774 1.0000 0.0000 0.0000 0.0000
N48 99.0000 92.5800 90.8742 0 15 0.0000 8.1258 1.0000 0.0000 0.0000 0.0000
N49 99.0000 92.7700 90.6819 0 15 0.0000 8.3181 1.0000 0.0000 0.0000 0.0000
N50 99.0000 92.6900 90.6611 0 15 0.0000 8.3389 1.0000 0.0000 0.0000 0.0000
N51 99.0000 92.0700 90.3748 0 15 0.0000 8.6252 1.0000 0.0000 0.0000 0.0000
N52 99.0000 91.9300 90.3589 0 15 0.0000 8.6411 1.0000 0.0000 0.0000 0.0000
N53 99.0000 92.0300 90.1679 0 30 0.0000 8.8321 1.0000 0.0000 0.0000 0.0000
N54 99.0000 91.7600 90.1677 0 30 0.0000 8.8323 1.0000 0.0000 0.0000 0.0000
N55 110.0000 100.3500 99.9546 0 15 0.0000 10.0454 1.0000 0.0000 0.0000 0.0000
N56 110.0000 99.9300 99.5132 0 15 0.0000 10.4868 1.0000 0.0000 0.0000 0.0000
N57 110.0000 99.7300 99.2300 0 0 0.0000 10.7700 1.0000 0.0000 0.0000 0.0000
N58 99.0000 93.4400 92.5501 0 15 0.0000 6.4499 1.0000 0.0000 0.0000 0.0000
N59 99.0000 92.6000 91.7488 0 15 0.0000 7.2512 1.0000 0.0000 0.0000 0.0000
N60 99.0000 92.1600 91.2551 0 15 0.0000 7.7449 1.0000 0.0000 0.0000 0.0000
N61 99.0000 92.5000 90.8880 0 15 0.0000 8.1120 1.0000 0.0000 0.0000 0.0000
N62 99.0000 91.4200 90.1662 0 30 0.0000 8.8338 1.0000 0.0000 0.0000 0.0000
N63 99.0000 98.8000 97.0181 0 15 0.0000 1.9819 1.0000 0.0000 0.0000 0.0000
N64 99.0000 91.7000 89.5164 0 28 0.0000 9.4836 1.0000 0.0000 0.0000 0.0000
N65 99.0000 90.4800 89.3803 0 39 0.0000 9.6197 1.0000 0.0000 0.0000 0.0000
N66 99.0000 90.1800 89.3645 0 39 0.0000 9.6355 1.0000 0.0000 0.0000 0.0000
N67 99.0000 90.0100 89.3580 0 39 0.0000 9.6420 1.0000 0.0000 0.0000 0.0000
N68 99.0000 90.6400 88.9883 0 40 0.0000 10.0117 1.0000 0.0000 0.0000 0.0000
D1 110.0000 91.6800 90.1660 0 30 0.0000 19.8340 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
L1 23.7900 1.8594 2000.000 0.6687 0 15 0.9051 0 15 0.0281 103.4724 102.2127 .3212 .2513
L2 31.3792 2.1255 2000.000 0.6645 0 15 0.7852 0 15 0.0212 102.2126 100.9549 .2513 .2875
L3 21.1637 1.3610 2000.000 0.6564 0 15 0.4901 0 15 0.0310 100.9549 100.2376 .2875 .3888
L4 14.8201 1.0611 2000.000 1.2860 0 15 0.5793 0 15 0.0868 100.2376 99.7735 .3888 .3667
L5 14.1212 0.8828 2000.000 1.2754 0 15 0.5606 0 15 0.0903 99.7734 99.5131 .3667 .3265
L6 107.6004 6.2330 2000.000 1.2778 0 15 0.3632 0 15 0.0119 99.5130 99.5192 .3265 .5946
L7 212.9831 7.4760 2500.000 1.2674 0 15 0.1289 0 15 0.0060 99.5192 99.5198 .4757 .6879
L8 226.7844 7.2108 2500.000 1.4368 0 15 0.0749 0 15 0.0063 99.5198 99.5199 .6879 .8600
L9 5.4768 0.2939 750.0000 1.4102 0 16 0.3776 0 16 0.2575 99.5199 99.3693 .3999 .2124
L10 230.8083 6.4970 2000.000 1.4100 0 16 0.2756 0 16 0.0061 98.8313 97.5809 .0656 .4404
L11 134.5580 5.4507 2000.000 1.4258 0 16 0.1630 0 16 0.0106 97.5809 97.5813 .4404 .7406
L12 167.9513 6.1302 2500.000 1.4428 0 16 0.1043 0 16 0.0086 97.5813 97.5813 .5925 .8325
L13 106.1819 4.1065 2750.000 1.9923 0 15 0.1207 0 15 0.0188 97.5813 97.5818 .7568 .9570
L14 3.7006 0.2681 800.0000 1.9858 0 15 0.5649 0 15 0.5366 97.5818 97.5213 .5522 .4891
L15 41.4767 1.7799 1500.000 1.9840 0 15 0.4923 0 12 0.0478 94.8097 94.5872 .2331 .3715
L24 46.8109 1.7908 2000.000 1.9659 0 16 0.6453 0 16 0.0420 94.5872 94.0836 .2786 .2468
L25 97.5504 2.8661 2500.000 2.5813 0 15 0.5867 0 15 0.0265 94.0836 93.6673 .1974 .3269
L26 39.8090 1.2386 3000.000 2.5666 0 16 0.8996 0 16 0.0645 93.6673 93.2010 .2724 .1537
L27 416.5903 6.9969 3500.000 2.5642 0 16 0.8645 0 15 0.0062 93.2010 93.0091 .1317 .2883
L28 142.9406 2.4129 2000.000 0.5061 0 16 0.5650 0 16 0.0035 120.7306 113.8092 .1153 .1546
L29 111.2914 2.2238 2000.000 1.0431 0 18 0.8412 0 17 0.0094 113.8092 105.7901 .1546 .1450
L30 121.4510 2.4983 2000.000 1.2859 0 20 0.5939 0 20 0.0106 105.7901 98.0310 .1450 .2655
L31 81.3908 1.8198 2000.000 1.9194 0 18 0.5258 0 16 0.0236 98.0310 95.6302 .2655 .4151
L32 10.6189 1.0497 1500.000 2.0228 0 20 0.8163 0 20 0.1905 95.6302 94.8297 .5534 .5065
L33 13.2107 0.8025 900.0000 0.2837 0 15 0.3477 0 14 0.0215 97.8357 97.2911 .3619 .1902
L34 27.1462 0.7567 2000.000 2.1490 0 20 0.2595 0 19 0.0792 94.8297 94.7768 .3799 .4034
L35 151.1332 2.3985 2800.000 2.1463 0 20 0.6872 0 22 0.0142 94.7768 93.5457 .2882 .2020
L36 604.2278 7.2058 3400.000 2.2484 0 20 1.4559 0 14 0.0037 93.5457 93.0272 .1664 .2109
W2637 41.0450 1.2356 2000.000 0.0000 0 0 0.0000 0 0 0.0000 93.0272 93.0272 .0000 .0000
L37 268.7941 4.1638 3600.000 2.3064 0 20 0.4968 0 30 0.0086 93.0272 93.0091 .1992 .2803
L38 20.3679 0.8611 2000.000 4.5395 0 18 0.8232 0 15 0.2229 93.0091 92.9389 .5045 .4794
L39 220.6626 2.1612 4000.000 -4.5161 0 18 -0.7123 0 16 -0.0205 92.9389 92.8101 .1897 .2075
L41 24.3580 0.8853 2000.000 4.4662 0 19 0.5503 0 17 0.1834 92.8101 92.4293 .4651 .4746
4243 57.3946 1.4914 2000.000 4.6596 0 20 0.6871 0 18 0.0812 92.4293 91.5680 .4746 .4590
4344 63.4676 1.7564 2000.000 4.5630 0 22 0.7756 0 19 0.0719 91.5680 90.7327 .4590 .3664
6869 43.1813 0.6276 2800.000 3.8389 0 40 0.4442 0 40 0.0889 88.9883 88.8279 .4101 .4100
4445 86.8567 1.9041 2500.000 4.6062 0 23 0.5012 0 23 0.0530 90.7327 90.6482 .2931 .3793
4546 96.3889 3.0307 2500.000 4.6739 0 23 1.0501 0 15 0.0485 90.6482 90.3112 .3793 .3885
4647 19.5453 0.7456 2500.000 4.6318 0 24 0.9995 0 23 0.2370 90.3112 90.2226 .3885 .3611
4754 69.8137 1.6227 2500.000 4.5778 0 23 0.9156 0 21 0.0656 90.2226 90.1677 .3610 .3951
4849 68.7768 2.2981 2000.000 0.8006 0 15 0.7457 0 15 0.0116 90.8741 90.6819 .1471 .1359
4950 88.3261 2.2234 2360.000 0.7998 0 15 0.4836 0 15 0.0091 90.6819 90.6611 .1152 .1403
5051 69.6722 2.5632 2000.000 1.1587 0 15 0.7613 0 15 0.0166 90.6611 90.3748 .1655 .1524
5152 86.0599 3.2001 2000.000 1.1523 0 15 0.5835 0 21 0.0134 90.3748 90.3589 .1524 .2144
5253 70.2593 2.7867 2000.000 1.2570 0 15 1.0742 0 15 0.0179 90.3589 90.1679 .2144 .3190
5354 215.9379 3.0206 2500.000 1.2379 0 16 0.4211 0 13 0.0057 90.1679 90.1677 .2552 .3631
5462 217.9611 2.6925 2500.000 4.3957 0 28 0.2720 1 55 0.0202 90.1677 90.1662 .3631 .4985
5657 69.9273 5.9238 Section 4
400.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 99.2300 .0000 .0000
5758 51.4571 6.0705 500.0000 0.0000 0 0 0.0000 0 0 0.0000 99.2300 92.5501 .0000 .0000
5859 18.9395 2.2745 1000.000 0.2650 0 15 0.5980 0 15 0.0140 92.5501 91.7488 .1101 .1488
5960 27.1929 2.5298 1000.000 0.3524 0 15 0.6004 0 15 0.0130 91.7488 91.2551 .1488 .0951
6061 52.8129 3.1658 1000.000 0.3487 0 15 0.1739 0 0 0.0066 91.2551 90.8880 .0951 .3880
6162 84.2671 4.7255 2000.000 0.4670 0 15 1.3162 0 11 0.0055 90.8880 90.1662 .1940 .6231
6465 90.4168 2.4565 2400.000 4.7199 0 28 0.9147 0 10 0.0522 89.5164 89.3803 .3693 .5418
6566 57.6108 1.7304 2400.000 4.4493 0 29 0.7212 0 15 0.0772 89.3803 89.3645 .5418 .6602
6667 54.3218 0.8545 2400.000 4.0024 0 35 0.2970 0 8 0.0737 89.3645 89.3580 .6602 .7284
L595 217.9611 2.6925 2500.000 4.4603 0 29 0.2442 0 1 0.0205 90.1662 90.1660 .4985 .5664
5556ova 8.0165 3.7039 500.0000 0.1057 0 15 1.0945 0 15 0.0132 99.9546 99.5132 .2091 .2264
5556unda 0.2730 2.4721 375.0000 0.2144 0 13 1.9203 0 13 0.7854 99.9546 99.5132 2.758 2.781
5663ova 7.0634 3.0050 500.0000 0.1760 0 15 0.9434 0 16 0.0249 99.5132 98.1124 .2264 .2248
5663und 0.2114 1.9145 375.0000 0.2331 0 15 2.1391 0 15 1.1025 99.5132 97.3414 2.968 .9103
6364ova 109.2892 6.1392 1800.000 0.0288 0 15 0.2563 0 15 0.0003 97.0181 89.9034 .0101 .0019
6364und 0.6735 4.2350 450.0000 0.6267 0 15 3.9432 0 17 0.9304 97.0181 89.5164 2.818 1.969
6264ova 48.9163 1.4846 800.0000 0.0000 0 0 0.0000 0 0 0.0000 89.5164 89.5164 .0000 .0000
6264und 3.2349 3.4667 1090.000 2.2174 0 30 2.5223 0 30 0.6855 90.1660 89.5164 1.299 .8132
6768ova 22.4678 1.2234 600.0000 0.0000 0 0 0.0000 0 0 0.0000 88.9883 88.9883 .0000 .0000
6768und 3.2349 3.4667 1090.000 1.9197 0 39 2.0320 0 39 0.5934 89.3580 88.9883 1.282 1.053
FREE # 1 Undefnd Undefnd Undefn 3.8389 0 40
*==================================================*
| 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 0.2510 0.7390 0.5175
L2 0.0000 360.0000 0.0000 0.0000 0.2530 0.8481 0.4221
L3 0.0000 360.0000 0.0000 0.0000 0.3151 1.3416 0.3309
L4 0.0000 360.0000 0.0000 0.0000 0.3674 2.2219 0.4369
L5 0.0000 360.0000 0.0000 0.0000 0.3839 2.2753 0.3882
L6 0.0000 360.0000 0.0000 0.0000 0.4177 3.5262 0.3340
L7 0.0000 360.0000 0.0000 0.0000 0.7067 9.8578 0.1870
L8 0.0000 360.0000 0.0000 0.0000 0.9705 19.2308 0.1446
L9 0.0000 0.0000 0.0000 360.0000 0.1402 3.7350 0.0867
L10 0.0000 360.0000 0.0000 0.0000 0.3511 5.1231 0.1392
L11 0.0000 360.0000 0.0000 0.0000 0.5750 8.7629 0.1923
L12 0.0000 360.0000 0.0000 0.0000 0.8657 13.8530 0.1857
L13 0.0000 360.0000 0.0000 0.0000 0.8747 16.5122 0.2843
L14 0.0000 0.0000 0.0000 360.0000 0.2200 3.5159 0.2353
L15 0.0000 360.0000 0.0000 0.0000 0.3243 4.1591 0.2162
L24 0.0000 360.0000 0.0000 0.0000 0.2635 3.0499 0.3382
L25 0.0000 360.0000 0.0000 0.0000 0.3975 4.4544 0.3802
L26 0.0000 360.0000 0.0000 0.0000 0.4004 2.8532 0.5749
L27 0.0000 360.0000 0.0000 0.0000 0.3732 3.3187 0.5853
L28 0.0000 360.0000 0.0000 0.0000 0.1874 0.8966 0.1523
L29 0.0000 360.0000 0.0000 0.0000 0.2276 1.2465 0.2472
L30 0.0000 360.0000 0.0000 0.0000 0.3101 2.1716 0.2428
L31 0.0000 360.0000 0.0000 0.0000 0.3216 3.8056 0.3487
L32 0.0000 360.0000 0.0000 0.0000 0.3841 2.4779 0.6489
L33 0.0000 0.0000 0.0000 360.0000 0.1073 0.8192 0.0860
L34 0.0000 360.0000 0.0000 0.0000 0.4480 8.2838 0.2032
L35 0.0000 360.0000 0.0000 0.0000 0.2430 3.1300 0.4705
L36 0.0000 360.0000 0.0000 0.0000 0.2023 2.3855 0.7168
W2637 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0000 360.0000 0.0000 0.0000 0.4419 5.1406 0.3958
L38 0.0000 360.0000 0.0000 0.0000 0.4231 5.7119 0.7848
L39 0.0000 89.9167 270.0833 0.0000 0.4874 6.3920 0.5616
L41 0.0000 360.0000 0.0000 0.0000 0.5450 8.2158 0.5105
4243 0.0000 360.0000 0.0000 0.0000 0.4016 6.8552 0.6318
4344 1.2083 358.7917 0.0000 0.0000 0.3464 5.9151 0.6358
6869 7.7500 352.2500 0.0000 0.0000 0.6418 8.6424 0.5100
4445 0.2083 359.7917 0.0000 0.0000 0.5349 9.1905 0.4212
4546 0.2083 359.7917 0.0000 0.0000 0.3613 4.8598 0.9194
4647 1.1250 358.8750 0.0000 0.0000 0.5340 4.9624 0.8901
4754 0.2083 359.7917 0.0000 0.0000 0.4884 7.3273 0.6783
4849 0.2083 359.7917 0.0000 0.0000 0.1644 1.0735 0.2109
4950 0.2917 359.7083 0.0000 0.0000 0.2236 1.6545 0.1457
5051 0.2083 359.7917 0.0000 0.0000 0.1768 1.5225 0.2417
5152 0.2083 359.7917 0.0000 0.0000 0.2589 2.0923 0.2020
5253 0.2083 359.7917 0.0000 0.0000 0.2426 2.0016 0.3153
5354 0.2083 356.4167 0.0000 3.3750 0.6335 16.4648 0.0736
5462 3.5000 356.5000 0.0000 0.0000 0.8850 25.4044 0.1878
5657 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.2083 359.7917 0.0000 0.0000 0.1018 0.4432 0.0774
5960 0.2083 359.7917 0.0000 0.0000 0.0759 0.5870 0.0731
6061 0.8750 359.1250 0.0000 0.0000 0.1545 2.3334 0.0361
6162 0.2083 359.7917 0.0000 0.0000 0.2479 2.9996 0.4488
6465 0.2083 359.7917 0.0000 0.0000 0.4316 6.5724 0.8401
6566 0.9583 359.0417 0.0000 0.0000 0.6487 12.8220 0.6672
6667 0.2083 359.7917 0.0000 0.0000 0.8891 32.1872 0.2202
L595 0.9583 359.0417 0.0000 0.0000 1.0782 32.9778 0.1799
5556ova 350.6528 9.3472 0.0000 0.0000 0.0519 0.0971 0.1173
5556unda 0.2083 26.8750 0.0000 332.9167 0.1085 0.1136 1.9901
5663ova 346.1042 0.0000 0.0000 13.8958 0.0554 0.1867 0.1063
5663und 0.2083 0.0000 0.0000 359.7917 0.1117 0.1090 1.5557
6364ova 357.5889 0.0000 0.0000 2.4111 0.0113 0.1125 0.0028
6364und 0.2083 359.7917 0.0000 0.0000 0.1259 0.1636 3.9816
6264ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6264und 1.5000 358.5000 0.0000 0.0000 0.3289 0.8964 2.9016
6768ova 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768und 7.6667 352.3333 0.0000 0.0000 0.3315 0.9572 2.5870
*===========================================*
| 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 0.0345 746.0123 0.0013 1.0000 0.2962 0.0546 0.0729 13.0265
L2 0.0346 747.6153 0.0014 1.0000 0.2516 0.0532 0.0860 13.0265
L3 0.0346 748.1853 0.0017 1.0000 0.1614 0.0665 0.1329 13.0265
L4 0.0655 1414.6206 0.0023 1.0000 0.0707 0.1034 0.2855 13.0265
L5 0.0656 1417.0567 0.0029 1.0000 0.0302 0.2109 0.7796 13.0265
L6 0.0657 1418.1538 0.0040 1.0000 0.0131 0.3193 2.1437 3.0539
L7 0.0656 1417.6269 0.0064 1.0000 0.0032 0.5970 7.2161 3.0397
L8 0.0736 1589.4978 0.0093 1.0000 0.0014 0.8462 15.2513 3.0395
L9 0.0736 1590.0087 0.0023 1.0000 0.2363 0.0311 0.4443 6.5133
L10 0.0737 1591.3899 0.0030 1.0000 0.0322 0.2400 3.3467 6.7376
L11 0.0732 1581.6466 0.0051 1.0000 0.0046 0.4755 6.2851 3.0447
L12 0.0722 1560.0824 0.0047 1.0000 0.0021 0.7660 11.0850 3.0423
L13 0.0990 2137.4672 0.0084 1.0000 0.0020 0.8560 13.4095 3.0451
L14 0.0983 2123.9057 0.0032 1.0000 0.2385 0.0926 0.3884 6.5132
L15 0.0985 2128.4621 0.0042 1.0000 0.0887 0.0878 0.8323 8.7106
L24 0.0985 2126.9240 0.0034 1.0000 0.2238 0.0584 0.3421 8.6843
L25 0.1299 2806.7476 0.0053 1.0000 0.1618 0.0815 0.5464 8.7082
L26 0.1304 2817.3280 0.0039 1.0000 0.2298 0.0877 0.3841 8.6843
L27 0.1307 2823.6229 0.0045 1.0000 0.1275 0.1136 0.6051 4.3422
L28 0.0402 867.6214 0.0012 1.0000 0.3385 0.0395 0.1398 8.6843
L29 0.0758 1636.5962 0.0018 1.0000 0.2743 0.0518 0.2255 8.6843
L30 0.1267 2737.0678 0.0023 1.0000 0.2065 0.1009 0.5637 8.6843
L31 0.1798 3884.7458 0.0045 1.0000 0.1412 0.1211 0.7445 8.6843
L32 0.1958 4228.8948 0.0034 1.0000 0.2607 0.1337 0.4653 10.8554
L33 0.0113 243.0493 0.0007 1.0000 0.3759 0.0179 0.0556 13.0265
L34 0.2082 4497.5508 0.0038 1.0000 0.0567 0.1635 1.9956 10.8554
L35 0.2090 4514.0538 0.0033 1.0000 0.3186 0.1089 0.5225 10.8554
L36 0.2195 4740.3800 0.0038 1.0000 0.5906 0.0823 0.2926 3.9079
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1000
L37 0.2202 4757.3750 0.0039 1.0000 0.1549 0.1343 0.8512 3.9079
L38 0.3523 7609.3487 0.0070 1.0000 0.1320 0.1743 0.9819 3.9079
L39 -0.3530 -7624.489 0.0066 1.0000 0.0000 0.1490 1.2675 8.6843
L41 0.3567 7705.0524 0.0069 1.0000 0.1475 0.1579 1.3592 8.6843
4243 0.3809 8227.3950 0.0071 0.9993 0.2177 0.1385 1.0112 5.6182
4344 0.3848 8310.6338 0.0062 0.9966 0.2716 0.1265 0.8959 0.0713
6869 0.5954 12861.659 0.0058 0.9807 0.1223 0.2548 2.3020 0.1490
4445 0.3966 8566.2604 0.0064 0.9993 0.1332 0.1504 1.8423 4.9159
4546 0.4064 8778.4551 0.0061 0.9993 0.3492 0.1427 0.7258 3.5114
4647 0.4077 8805.9383 0.0062 0.9969 0.1446 0.1857 1.1169 0.0502
4754 0.4151 8966.3138 0.0061 0.9993 0.2974 0.1352 1.0879 3.5114
4849 0.0461 995.2224 0.0014 0.9993 0.3558 0.0312 0.1299 3.5114
4950 0.0462 997.3321 0.0015 0.9991 0.1478 0.0412 0.2676 3.2351
5051 0.0623 1344.6044 0.0020 0.9993 0.4400 0.0315 0.1637 3.5114
5152 0.0624 1347.4727 0.0023 0.9990 0.1837 0.0476 0.2778 3.2351
5253 0.0675 1457.9110 0.0023 0.9993 0.6334 0.0448 0.2498 3.5114
5354 0.0682 1472.6128 0.0037 0.9992 0.0770 0.0917 2.1197 3.3760
5462 0.4841 10455.931 0.0110 0.9911 0.2419 0.1563 4.0097 0.0802
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0048 0.0739 0.0350
5859 0.0116 250.8718 0.0007 0.9993 0.3148 0.0127 0.0467 4.2137
5960 0.0151 326.2396 0.0007 0.9993 0.3642 0.0100 0.0517 3.5114
6061 0.0152 327.8556 0.0007 0.9975 0.0809 0.0235 0.2705 1.3664
6162 0.0213 460.0563 0.0009 0.9993 0.2191 0.0556 0.3208 3.5114
6465 0.5602 12100.857 0.0091 0.9993 0.3086 0.1679 1.3240 3.5114
6566 0.5601 12097.875 0.0074 0.9973 0.1577 0.2289 2.4635 1.6395
6667 0.5960 12873.709 0.0070 0.9993 0.0434 0.3126 7.0539 5.6183
L595 0.5052 10912.982 0.0246 0.9973 0.1338 0.2300 6.1557 1.5470
5556ova 0.0012 25.3593 0.0002 0.0337 0.0256 0.0015 0.0023 0.0202
5556unda 0.0151 325.1341 0.0005 0.9993 1.5261 0.0246 0.0135 0.9832
5663ova 0.0031 67.2798 0.0003 0.0523 0.0440 0.0020 0.0052 0.0201
5663und 0.0190 410.4594 0.0004 0.9993 1.2186 0.0294 0.0161 0.9832
6364ova 0.0001 2.7717 0.0000 0.0090 0.0136 0.0001 0.0008 0.0500
6364und 0.0331 715.0401 0.0122 0.9993 0.4738 0.0578 0.0484 0.9832
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6264und 0.5052 10912.550 0.0030 0.9962 0.5633 0.1468 0.2577 0.0140
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0200
6768und 0.5950 12852.553 0.0027 0.9808 0.6304 0.1477 0.3069 0.0140
FREE # 1 0.5955 12862.784
*===============================================================*
| Table E13. Channel losses(H), headwater depth (HW), tailwater |
| depth (TW), critical and normal depth (Yc and Yn). |
| Use this section for culvert comparisons |
*===============================================================*
Conduit Maximum Head Friction Critical Normal HW TW
Name Flow Loss Loss Depth Depth Elevat Elevat
--------------- --------- --------- --------- --------- --------- --------- ---------
L1 0.6598 0.0000 1.2210 0.4508 0.5861 103.4698 102.2090 Max Flow
L2 0.6515 0.0000 0.9591 0.3979 0.4980 102.2090 100.9480 Max Flow
L3 0.6348 0.0000 0.3936 0.3926 0.5675 100.9480 100.2327 Max Flow
L4 1.2586 0.0000 0.4607 0.4624 0.7620 100.2327 99.7633 Max Flow
L5 1.2276 0.0000 0.2472 0.3762 0.7375 99.7633 99.5079 Max Flow
L6 1.2237 0.0000 0.0058 0.4565 0.3954 99.5079 99.5125 Max Flow
L7 1.1933 0.0000 0.0003 0.4177 0.3520 99.5129 99.5135 Max Flow
L8 1.3818 0.0000 0.0001 0.4241 0.3678 99.5135 99.5136 Max Flow
L9 1.3189 0.0000 0.1351 0.1563 0.3963 99.5136 99.3663 Max Flow
L10 1.3133 0.0000 0.0173 0.1430 0.1214 98.8259 97.5802 Max Flow
L11 1.3004 0.0000 0.0011 0.3861 0.3563 97.5802 97.5806 Max Flow
L12 1.2976 0.0000 0.0002 0.4415 0.4043 97.5806 97.5808 Max Flow
L13 1.9534 0.0000 0.0004 0.6368 0.5915 97.5808 97.5808 Max Flow
L14 1.9387 0.0000 0.0508 0.3911 0.4959 97.5808 97.5211 Max Flow
L15 1.9139 0.0000 0.1682 0.2052 0.3420 94.8028 94.5743 Max Flow
L24 1.8455 0.0000 0.4867 0.3675 0.5249 94.5743 94.0741 Max Flow
L25 2.4650 0.0000 0.2180 0.3687 0.4826 94.0741 93.6299 Max Flow
L26 2.2621 0.0000 0.4002 0.4230 0.8469 93.6299 93.1733 Max Flow
L27 2.1842 0.0000 0.1175 0.4505 0.4316 93.1733 92.8424 Max Flow
L28 0.4634 0.0000 4.0430 0.1525 0.2177 120.7198 113.7931 Max Flow
L29 1.0135 0.0000 7.9997 0.2029 0.2896 113.7925 105.7900 Max Flow
L30 1.2853 0.0000 2.5080 0.2039 0.2882 105.7900 98.0293 Max Flow
L31 1.9049 0.0000 1.0504 0.3716 0.5280 98.0292 95.6298 Max Flow
L32 2.0208 0.0000 0.7828 0.5597 0.8087 95.6298 94.8297 Max Flow
L33 0.2815 0.0000 0.5295 0.1705 0.2863 97.8350 97.2905 Max Flow
L34 2.1490 0.0000 0.0537 0.2932 0.6826 94.8297 94.7766 Max Flow
L35 2.1438 0.0000 1.0480 0.6209 0.7559 94.7766 93.5457 Max Flow
L36 2.2484 0.0000 0.3084 0.5726 0.5678 93.5457 93.0192 Max Flow
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
L37 2.3008 0.0000 0.0313 0.4575 0.5486 93.0189 92.9990 Max Flow
L38 4.3219 0.0000 0.0615 0.6619 1.1631 92.9989 92.9317 Max Flow
L39 -0.0145 0.0000 -0.0063 0.0044 0.0141 92.1844 92.1907 Max Flow
L41 4.4304 0.0000 0.3798 0.5615 0.9267 92.8067 92.4291 Max Flow
4243 4.6166 0.0000 0.8715 0.6422 0.9310 92.4291 91.5443 Max Flow
4344 4.3639 0.0000 0.7954 0.6051 0.8522 91.5496 90.7274 Max Flow
6869 3.8386 0.0000 0.1604 0.4938 1.1478 88.9883 88.8278 Max Flow
4445 4.5251 0.0000 0.0928 0.4423 0.6477 90.7273 90.6441 Max Flow
4546 4.6382 0.0000 0.3449 0.8020 0.9458 90.6440 90.3039 Max Flow
4647 4.6085 0.0000 0.1111 0.6070 1.3284 90.3040 90.1771 Max Flow
4754 4.5396 0.0000 0.1180 0.5794 0.8412 90.1775 90.0650 Max Flow
4849 0.7870 0.0000 0.1848 0.2182 0.2849 90.8725 90.6792 Max Flow
4950 0.7746 0.0000 0.0251 0.1585 0.2189 90.6792 90.6587 Max Flow
5051 1.1257 0.0000 0.2785 0.2533 0.3199 90.6588 90.3687 Max Flow
5152 1.0999 0.0000 0.0268 0.1901 0.2303 90.3687 90.3527 Max Flow
5253 1.2034 0.0000 0.5972 0.2943 0.3432 90.3527 89.6833 Max Flow
5354 1.1583 0.0000 0.1173 0.0913 0.1474 89.6833 89.4958 Max Flow
5462 4.3293 0.0000 0.0027 0.2062 0.2942 90.1677 90.1662 Max Flow
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
5859 0.2622 0.0000 0.4865 0.0924 0.1084 92.5495 91.7480 Max Flow
5960 0.3470 0.0000 0.4761 0.1065 0.1281 91.7480 91.2540 Max Flow
6061 0.3396 0.0000 0.0114 0.0840 0.0924 91.2541 90.8834 Max Flow
6162 0.4534 0.0000 0.5235 0.3896 0.3822 90.8835 89.4881 Max Flow
6465 4.6887 0.0000 0.1577 0.7937 0.8836 89.5150 89.2788 Max Flow
6566 4.4363 0.0000 0.0470 0.7863 1.0556 89.2793 89.2396 Max Flow
6667 4.0023 0.0000 0.0084 0.5763 1.0402 89.3343 89.3260 Max Flow
L595 4.4333 0.0000 0.0007 0.2085 0.2992 90.1662 90.1656 Max Flow
5556ova 0.1022 0.0000 0.4002 0.1245 0.1031 99.9533 99.5082 Max Flow
5556unda 0.2143 0.1739 0.2710 0.3323 0.2503 99.9533 99.5082 Max Flow
5663ova 0.1534 0.0000 1.3676 0.1175 0.1067 99.5082 98.1067 Max Flow
5663und 0.2327 0.6015 1.5671 0.3412 0.3750 99.5082 97.3412 Max Flow
6364ova 0.0106 0.0000 6.9761 0.0013 0.0012 97.0105 89.9012 Max Flow
6364und 0.6267 1.5686 6.0637 1.2605 0.3436 97.0105 89.3751 Max Flow
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6264und 2.2171 0.6080 0.0561 0.8396 0.6629 90.1656 89.5150 Max Flow
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Max Flow
6768und 1.9197 0.3518 0.0412 0.7825 0.6044 89.3580 88.9883 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 185.0000 175.0000 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 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L12 0.0000 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 None
L13 0.0000 280.0000 0.0000 80.0000 0.0000 0.0000 0.0000 0.0000 None
L14 55.0000 305.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L15 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L24 235.0000 125.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L25 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L26 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L27 0.0000 325.0000 10.0000 0.0000 0.0000 0.0000 25.0000 0.0000 None
L28 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L29 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L30 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L31 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L32 50.0000 310.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L33 325.0000 35.0000 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 145.0000 215.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L36 10.0000 310.0000 35.0000 0.0000 0.0000 0.0000 5.0000 0.0000 None
W2637 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L37 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L38 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L39 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
L41 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4243 5.0000 355.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4344 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6869 0.0000 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 140.0000 220.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4849 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
4950 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5051 80.0000 280.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5152 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5253 200.0000 160.0000 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 20.0000 340.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6061 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6162 5.0000 340.0000 15.0000 0.0000 0.0000 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 345.0000 0.0000 0.0000 10.0000 5.0000 0.0000 None
5663ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
5663und 0.0000 0.0000 350.0000 0.0000 0.0000 0.0000 10.0000 0.0000 None
6364ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6364und 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6264und 0.0000 0.0000 30.0000 105.0000 0.0000 0.0000 225.0000 0.0000 None
6768ova 0.0000 0.0000 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
6768und 0.0000 0.0000 100.0000 120.0000 0.0000 0.0000 140.0000 0.0000 None
*=====================================*
| Kinematic Wave Approximations |
| Time in Minutes for Each Condition |
*=====================================*
Conduit Duration of Slope Super- Roll
Name Normal Flow Criteria Critical Waves
--------------- ----------- --------- --------- ---------
L1 0.0000 1.1250 1.1250 0.0000
L2 356.8750 356.8750 0.0000 0.0000
L3 358.7083 358.7083 0.0000 0.0000
L4 330.4375 330.4375 0.0000 0.0000
L5 0.0556 346.4583 0.0000 0.0000
L6 0.0000 340.3542 0.0000 0.0000
L7 0.0000 326.4583 0.0000 0.0000
L8 0.0000 337.4583 0.0000 0.0000
L9 0.0000 0.0000 0.0000 0.0000
L10 360.0000 360.0000 0.0000 0.0000
L11 0.0000 358.4583 0.0000 0.0000
L12 0.0000 348.7500 0.0000 0.0000
L13 0.0000 358.8750 0.0000 0.0000
L14 0.0000 0.0000 0.0000 0.0000
L15 358.7917 358.9583 0.0000 0.0000
L24 11.8333 12.8750 0.0000 0.0000
L25 356.9167 356.9167 0.0000 0.0000
L26 0.0000 0.0000 0.0000 0.0000
L27 359.9583 359.9583 0.0000 0.0000
L28 132.1250 133.2917 0.0000 0.0000
L29 339.0833 339.0833 0.0000 0.0000
L30 358.8333 358.8333 0.0000 0.0000
L31 358.8333 358.8333 0.0000 0.0000
L32 28.1597 28.1597 0.0000 0.0000
L33 0.0000 0.0000 0.0000 0.0000
L34 0.0833 352.5833 0.0000 0.0000
L35 5.7500 5.7917 0.0000 0.0000
L36 41.7083 41.7361 0.0000 0.0000
W2637 0.0000 0.0000 0.0000 0.0000
L37 329.4167 359.0000 0.0000 0.0000
L38 0.0417 5.0417 0.0000 0.0000
L39 0.0625 0.0625 0.0000 0.0000
L41 25.9028 30.3194 0.0000 0.0000
4243 291.9792 291.9792 0.1250 0.0000
4344 3.7083 3.7083 0.0417 0.0000
6869 2.7083 3.6389 0.0000 0.0000
4445 318.9722 357.5833 0.0000 0.0000
4546 240.0833 240.0833 0.1250 0.0000
4647 0.0000 1.0417 0.0000 0.0000
4754 4.4792 24.7500 0.0000 0.0000
4849 0.0000 0.0000 0.0000 0.0000
4950 286.4167 359.7917 0.9583 0.0000
5051 0.0000 0.0000 0.0000 0.0000
5152 334.2500 358.9583 0.0833 0.0000
5253 20.5764 26.7014 0.0000 0.0000
5354 317.6806 350.2500 0.7083 0.0000
5462 308.8056 354.0833 0.0000 0.0000
5657 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000
5859 358.5000 358.5000 0.9583 0.0000
5960 0.0000 0.0000 0.3333 0.0000
6061 358.7083 359.7917 1.0833 0.0000
6162 348.8750 348.9167 3.0833 0.0000
6465 352.7917 352.9167 0.2917 0.0000
6566 256.8760 358.6667 0.0000 0.0000
6667 0.0833 351.2500 0.0000 0.0000
L595 248.9167 358.0000 0.0417 0.0000
5556ova 348.3333 348.7083 3.0417 0.0000
5556unda 1.9375 7.8750 342.3750 0.0000
5663ova 0.2500 0.2500 0.0000 0.0000
5663und 0.0000 0.0000 342.0208 0.0000
6364ova 0.0000 0.0000 345.3000 0.0000
6364und 332.9583 333.1250 10.2500 0.0000
6264ova 0.0000 0.0000 0.0000 0.0000
6264und 1.4583 311.9722 0.0417 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000
6768und 0.0000 298.3889 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 0.0328 0.9109 0.0316 0.0000 0.6687 0.0000 0.0000 0.7342 0.0000 0.0004 7.7086 0.0002 0.5837
L2 0.0000 0.7872 0.0000 0.0000 0.6645 0.0000 0.0000 0.8441 0.0000 0.0000 9.2850 0.0000 0.5357
L3 0.0000 0.4910 0.0000 0.0000 0.6564 0.0000 0.0000 1.3370 0.0000 0.0000 21.3924 0.0000 0.6732
L4 0.0816 0.5814 0.0884 0.0002 1.2854 0.0004 0.0019 2.2109 0.0045 0.0300 35.3747 0.0724 0.7570
L5 0.0000 0.5616 0.0000 0.0000 1.2754 0.0000 0.0000 2.2709 0.0000 0.0000 22.7086 0.0000 0.6975
L6 0.0838 0.4180 0.1235 0.0322 1.2182 0.0274 0.3838 2.9145 0.2217 3.9147 29.7283 2.2618 0.9377
L7 0.0131 0.1321 0.0270 0.0013 1.2605 0.0056 0.0969 9.5419 0.2084 1.0178 100.1905 2.1884 1.4496
L8 0.0046 0.0750 0.0093 0.0002 1.4362 0.0004 0.0379 19.1485 0.0396 0.3787 191.4847 0.3959 1.9207
L9 0.2657 0.4793 0.4651 0.4713 0.9081 0.0307 1.7741 1.8945 0.0660 17.7414 18.9454 0.6599 0.2376
L10 0.1483 0.3205 0.1500 0.0803 1.2097 0.1200 0.5414 3.7740 0.8000 5.4141 37.7395 7.9999 0.5242
L11 0.0280 0.1846 0.0562 0.0176 1.3678 0.0404 0.6283 7.4116 0.7181 10.3677 122.2912 11.8489 1.1878
L12 0.0135 0.1101 0.0275 0.0065 1.4246 0.0117 0.4856 12.9335 0.4263 8.0128 213.4023 7.0335 1.7749
L13 0.0150 0.1347 0.0308 0.0157 1.9461 0.0305 1.0458 14.4518 0.9894 18.3016 252.9064 17.3152 2.3654
L14 0.0000 0.2448 0.4530 0.0000 0.0956 1.8902 0.0000 0.3906 4.1722 0.0000 3.9063 41.7218 0.4070
L15 0.2511 0.5880 0.2395 0.1865 1.6550 0.1425 0.7428 2.8149 0.5950 9.6566 36.5939 7.7348 0.4481
L24 0.0000 0.6467 0.0000 0.0000 1.9659 0.0000 0.0000 3.0397 0.0000 0.0000 60.7938 0.0000 0.5279
L25 0.2908 0.6370 0.2036 0.0963 2.4207 0.0643 0.3313 3.8000 0.3159 5.3002 60.8005 5.0539 0.6460
L26 0.0000 0.9030 0.0000 0.0000 2.5666 0.0000 0.0000 2.8424 0.0000 0.0000 42.6356 0.0000 0.6709
L27 0.0000 0.7901 0.0671 0.0000 2.5605 0.0037 0.0000 3.2406 0.0553 0.0000 46.9887 0.8019 0.7483
L28 0.0000 0.5690 0.0000 0.0000 0.5061 0.0000 0.0000 0.8895 0.0000 0.0000 119.1864 0.0000 0.2668
L29 0.0000 0.8404 0.0000 0.0000 1.0431 0.0000 0.0000 1.2412 0.0000 0.0000 196.1119 0.0000 0.2965
L30 0.0000 0.5925 0.0000 0.0000 1.2859 0.0000 0.0000 2.1702 0.0000 0.0000 325.5327 0.0000 0.4055
L31 0.0000 0.5062 0.0000 0.0000 1.9194 0.0000 0.0000 3.7918 0.0000 0.0000 337.4717 0.0000 0.7019
L32 0.0000 0.8174 0.0000 0.0000 2.0228 0.0000 0.0000 2.4748 0.0000 0.0000 51.9698 0.0000 0.7992
L33 0.0850 0.3618 0.0849 0.0022 0.2807 0.0007 0.0263 0.7759 0.0086 0.2630 7.7590 0.0861 0.2752
L34 0.0000 0.2647 0.2016 0.0000 2.0187 0.1303 0.0000 7.6265 0.6464 0.0000 133.4640 11.3117 0.7812
L35 0.0000 0.6977 0.0944 0.0000 2.1463 0.0000 0.0000 3.0761 0.0004 0.0000 66.1355 0.0095 0.7256
L36 0.1858 0.9986 0.0000 0.0042 2.2442 0.0000 0.0227 2.2473 0.0000 0.4092 40.4513 0.0000 0.6508
W2637 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
L37 0.0609 0.4626 0.0000 0.0106 2.2958 0.0000 0.1735 4.9629 0.0000 4.0783 116.6272 0.0000 0.8586
L38 0.1027 0.8659 0.0350 0.0534 4.4859 0.0002 0.5198 5.1807 0.0053 7.2775 72.5300 0.0743 0.9864
L39 0.0000 0.7124 0.1592 0.0000 4.5079 0.0082 0.0000 6.3281 0.0516 0.0000 63.2813 0.5162 0.8195
L41 0.2354 0.5747 0.2283 0.0941 4.2939 0.0783 0.3995 7.4713 0.3428 21.7734 407.1835 18.6826 0.9374
4243 0.2301 0.9204 0.2639 0.3377 4.0715 0.2504 1.4677 4.4237 0.9487 88.0595 265.4213 56.9214 0.9306
4344 0.3715 1.0730 0.2444 0.7265 3.7212 0.1153 1.9556 3.4680 0.4716 97.7805 173.4001 23.5824 0.8422
6869 0.0000 0.4448 0.0000 0.0000 3.8389 0.0000 0.0000 8.6306 0.0000 0.0000 172.6130 0.0000 1.1481
4445 0.0000 0.5015 0.0000 0.0000 4.6062 0.0000 0.0000 9.1840 0.0000 0.0000 303.0731 0.0000 0.8318
4546 0.5542 1.4333 0.2836 1.4032 3.2574 0.0133 2.5318 2.2727 0.0467 63.2953 56.8163 1.1687 0.9531
4647 0.0686 0.9363 0.0807 0.0002 4.6311 0.0005 0.0026 4.9463 0.0064 0.0528 98.9253 0.1284 0.9387
4754 0.3348 0.6990 0.3986 0.2341 3.9718 0.3719 0.6992 5.6820 0.9331 21.6758 176.1424 28.9257 0.9405
4849 0.0000 0.7557 0.0000 0.0000 0.8006 0.0000 0.0000 1.0594 0.0000 0.0000 12.7128 0.0000 0.2840
4950 0.2785 0.5088 0.2807 0.0221 0.7514 0.0263 0.0795 1.4769 0.0936 0.4771 8.8611 0.5616 0.2991
5051 0.1962 0.7648 0.1968 0.0009 1.1568 0.0010 0.0046 1.5126 0.0050 0.0883 28.7395 0.0945 0.3195
5152 0.3847 0.6322 0.3879 0.1042 0.8929 0.1553 0.2707 1.4123 0.4002 1.6244 8.4740 2.4012 0.3631
5253 0.2128 0.6493 0.2586 0.0084 1.2346 0.0141 0.0393 1.9015 0.0544 0.7866 38.0293 1.0874 0.4421
5354 0.0404 0.0787 0.0542 0.0297 1.1431 0.0651 0.7339 14.5200 1.1999 21.2841 421.0804 34.7980 0.7624
5462 0.1056 0.1818 0.0504 0.1659 4.1905 0.0393 1.5708 23.0477 0.7789 18.8490 276.5730 9.3472 1.0630
5657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 0.0000 0.5997 0.0000 0.0000 0.2650 0.0000 0.0000 0.4418 0.0000 0.0000 7.9524 0.0000 0.1280
5960 0.1580 0.6029 0.1131 0.0003 0.3521 0.0000 0.0018 0.5839 0.0004 0.0300 9.9266 0.0073 0.1266
6061 0.0733 0.1513 0.0295 0.0027 0.3457 0.0003 0.0369 2.2852 0.0100 0.6273 38.8489 0.1706 0.2431
6162 0.0594 0.2234 0.0000 0.0734 0.3936 0.0000 1.2350 1.7616 0.0000 37.0486 52.8479 0.0000 0.9554
6465 0.2152 0.7318 0.3440 0.0056 4.6479 0.0664 0.0261 6.3512 0.1929 0.8349 203.2375 6.1726 1.0654
6566 0.0000 0.3792 0.2871 0.0000 3.1625 1.2869 0.0000 8.3389 4.4818 0.0000 291.8619 156.8625 1.4298
6667 0.0979 0.1736 0.0848 1.4942 2.0987 0.4095 15.2628 12.0900 4.8267 763.1384 604.5012 241.3336 1.6589
L595 0.0849 0.1443 0.0383 0.2193 4.1886 0.0524 2.5836 29.0191 1.3658 15.5017 174.1145 8.1948 1.3238
5556ova 0.0000 1.0971 0.0000 0.0000 0.1057 0.0000 0.0000 0.0964 0.0000 0.0000 1.5418 0.0000 0.1073
5663ova 0.0000 0.9493 0.0000 0.0000 0.1760 0.0000 0.0000 0.1854 0.0000 0.0000 15.3889 0.0000 0.1128
6364ova 0.0219 0.2564 0.0219 0.0000 0.0288 0.0000 0.0000 0.1125 0.0000 0.0004 12.3705 0.0004 0.0115
6264ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*========================================================*
| Table E14a - Natural Channel Encroachment Information |
*========================================================*
<------- Existing Conveyance Condition -------> <----- Encroachment Conveyance Condition -----> <- % Volume --> <-- Encroachment Data -->
Conduit Left Centre Right Total Left Right Left Centre Right Total Left Right Reduction Depth
Name Bank Channel Bank Station Station Bank Channel Bank Station Station Left Right Incr. Method
---------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- -----------------
L1 .36E-05 2.0125 .16E-05 2.0125 9.9801 12.509 .36E-05 2.0125 .16E-05 2.0125 9.9801 12.509 0.0000 0.0000 0.0000 None
L2 0.0000 2.2537 0.0000 2.2537 2.8091 5.9603 0.0000 2.2537 0.0000 2.2537 2.8091 5.9603 0.0000 0.0000 0.0000 None
L3 0.0000 4.1578 0.0000 4.1578 5.6496 9.6216 0.0000 4.1578 0.0000 4.1578 5.6496 9.6216 0.0000 0.0000 0.0000 None
L4 .000929 7.8021 .002428 7.8055 5.1201 10.893 .000929 7.8021 .002428 7.8055 5.1201 10.893 0.0000 0.0000 0.0000 None
L5 0.0000 8.0017 0.0000 8.0017 7.6127 13.287 0.0000 8.0017 0.0000 8.0017 7.6127 13.287 0.0000 0.0000 0.0000 None
L6 1.6096 60.984 1.3707 63.964 7.3540 15.240 1.6096 60.984 1.3707 63.964 7.3540 15.240 0.0000 0.0000 0.0000 None
L7 0.2439 242.85 1.0851 244.18 5.1810 18.546 0.2439 242.85 1.0851 244.18 5.1810 18.546 0.0000 0.0000 0.0000 None
L8 0.06796 554.95 0.1425 555.16 6.4287 25.793 0.06796 554.95 0.1425 555.16 6.4287 25.793 0.0000 0.0000 0.0000 None
L9 4.2127 8.1168 0.2743 12.604 3.9731 30.368 4.2127 8.1168 0.2743 12.604 3.9731 30.368 0.0000 0.0000 0.0000 None
L10 2.1716 32.712 3.2446 38.129 10.434 22.752 2.1716 32.712 3.2446 38.129 10.434 22.752 0.0000 0.0000 0.0000 None
L11 2.3931 185.80 5.4836 193.68 6.7696 21.306 2.3931 185.80 5.4836 193.68 6.7696 21.306 0.0000 0.0000 0.0000 None
L12 1.8065 393.04 3.2347 398.08 6.9107 22.258 1.8065 393.04 3.2347 398.08 6.9107 22.258 0.0000 0.0000 0.0000 None
L13 4.0522 502.17 7.8664 514.08 3.5912 21.915 4.0522 502.17 7.8664 514.08 3.5912 21.915 0.0000 0.0000 0.0000 None
L14 0.0000 1.7146 33.889 35.604 4.5392 25.258 0.0000 1.7146 33.889 35.604 4.5392 25.258 0.0000 0.0000 0.0000 None
L15 1.8157 16.113 1.3872 19.315 3.1843 15.846 1.8157 16.113 1.3872 19.315 3.1843 15.846 0.0000 0.0000 0.0000 None
L24 0.0000 12.503 0.0000 12.503 6.0041 17.180 0.0000 12.503 0.0000 12.503 6.0041 17.180 0.0000 0.0000 0.0000 None
L25 0.9279 23.315 0.6193 24.863 3.6696 14.554 0.9279 23.315 0.6193 24.863 3.6696 14.554 0.0000 0.0000 0.0000 None
L26 0.0000 15.725 0.0000 15.725 6.2317 12.936 0.0000 15.725 0.0000 15.725 6.2317 12.936 0.0000 0.0000 0.0000 None
L27 0.0000 38.414 0.05568 38.469 11.896 19.735 0.0000 38.414 0.05568 38.469 11.896 19.735 0.0000 0.0000 0.0000 None
L28 0.0000 2.9232 0.0000 2.9232 27.666 32.334 0.0000 2.9232 0.0000 2.9232 27.666 32.334 0.0000 0.0000 0.0000 None
L29 0.0000 4.6317 0.0000 4.6317 24.314 29.686 0.0000 4.6317 0.0000 4.6317 24.314 29.686 0.0000 0.0000 0.0000 None
L30 0.0000 10.113 0.0000 10.113 26.648 33.352 0.0000 10.113 0.0000 10.113 26.648 33.352 0.0000 0.0000 0.0000 None
L31 0.0000 20.926 0.0000 20.926 25.466 34.590 0.0000 20.926 0.0000 20.926 25.466 34.590 0.0000 0.0000 0.0000 None
L32 0.0000 10.477 0.0000 10.477 9.3046 15.498 0.0000 10.477 0.0000 10.477 9.3046 15.498 0.0000 0.0000 0.0000 None
L33 0.01186 1.4890 .003876 1.5047 10.305 17.289 0.01186 1.4890 .003876 1.5047 10.305 17.289 0.0000 0.0000 0.0000 None
L34 0.0000 36.645 2.3654 39.010 4.1419 22.485 0.0000 36.645 2.3654 39.010 4.1419 22.485 0.0000 0.0000 0.0000 None
L35 0.0000 6.9818 .000135 6.9819 9.2515 29.457 0.0000 6.9818 .000135 6.9819 9.2515 29.457 0.0000 0.0000 0.0000 None
L36 0.03013 16.004 0.0000 16.034 5.3985 17.941 0.03013 16.004 0.0000 16.034 5.3985 17.941 0.0000 0.0000 0.0000 None
W2637 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 0.0000 9.3000 9.3000 0.0000 0.0000 0.0000 None
L37 0.3124 67.863 0.0000 68.175 5.9974 17.382 0.3124 67.863 0.0000 68.175 5.9974 17.382 0.0000 0.0000 0.0000 None
L38 0.9172 77.040 .003185 77.961 21.694 34.988 0.9172 77.040 .003185 77.961 21.694 34.988 0.0000 0.0000 0.0000 None
L39 0.0000 40.509 0.07387 40.582 23.242 35.970 0.0000 40.509 0.07387 40.582 23.242 35.970 0.0000 0.0000 0.0000 None
L41 1.1646 53.168 0.9692 55.302 20.985 35.559 1.1646 53.168 0.9692 55.302 20.985 35.559 0.0000 0.0000 0.0000 None
4243 3.5099 42.324 2.6028 48.437 22.683 39.561 3.5099 42.324 2.6028 48.437 22.683 39.561 0.0000 0.0000 0.0000 None
4344 7.1449 36.594 1.1337 44.873 21.156 37.533 7.1449 36.594 1.1337 44.873 21.156 37.533 0.0000 0.0000 0.0000 None
6869 0.0000 42.809 0.0000 42.809 26.962 40.162 0.0000 42.809 0.0000 42.809 26.962 40.162 0.0000 0.0000 0.0000 None
4445 0.0000 86.801 0.0000 86.801 12.958 29.806 0.0000 86.801 0.0000 86.801 12.958 29.806 0.0000 0.0000 0.0000 None
4546 13.571 31.502 0.1282 45.201 11.405 24.485 13.571 31.502 0.1282 45.201 11.405 24.485 0.0000 0.0000 0.0000 None
4647 .002605 66.714 .007462 66.724 11.092 19.819 .002605 66.714 .007462 66.724 11.092 19.819 0.0000 0.0000 0.0000 None
4754 5.0948 86.436 8.0936 99.625 18.351 33.215 5.0948 86.436 8.0936 99.625 18.351 33.215 0.0000 0.0000 0.0000 None
4849 0.0000 6.3622 0.0000 6.3622 22.950 29.357 0.0000 6.3622 0.0000 6.3622 22.950 29.357 0.0000 0.0000 0.0000 None
4950 0.3537 12.001 0.4196 12.774 17.274 24.554 0.3537 12.001 0.4196 12.774 17.274 24.554 0.0000 0.0000 0.0000 None
5051 .007718 9.7881 .008282 9.8041 16.612 25.201 .007718 9.7881 .008282 9.8041 16.612 25.201 0.0000 0.0000 0.0000 None
5152 1.6461 14.110 2.4536 18.210 14.022 21.933 1.6461 14.110 2.4536 18.210 14.022 21.933 0.0000 0.0000 0.0000 None
5253 0.1145 16.886 0.1923 17.193 11.083 18.715 0.1145 16.886 0.1923 17.193 11.083 18.715 0.0000 0.0000 0.0000 None
5354 6.0695 233.79 13.304 253.16 7.5032 33.098 6.0695 233.79 13.304 253.16 7.5032 33.098 0.0000 0.0000 0.0000 None
5462 11.451 289.28 2.7118 303.44 7.5964 35.793 11.451 289.28 2.7118 303.44 7.5964 35.793 0.0000 0.0000 0.0000 None
5657 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 0.0000 29.900 29.900 0.0000 0.0000 0.0000 None
5758 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 0.0000 20.000 20.000 0.0000 0.0000 0.0000 None
5859 0.0000 1.6140 0.0000 1.6140 7.7307 12.014 0.0000 1.6140 0.0000 1.6140 7.7307 12.014 0.0000 0.0000 0.0000 None
5960 .001629 2.0561 .000284 2.0580 7.9671 16.052 .001629 2.0561 .000284 2.0580 7.9671 16.052 0.0000 0.0000 0.0000 None
6061 0.1189 15.200 0.01302 15.332 14.045 27.107 0.1189 15.200 0.01302 15.332 14.045 27.107 0.0000 0.0000 0.0000 None
6162 4.1853 22.447 0.0000 26.632 1.7530 11.112 4.1853 22.447 0.0000 26.632 1.7530 11.112 0.0000 0.0000 0.0000 None
6465 0.09324 77.191 1.1021 78.386 28.902 43.623 0.09324 77.191 1.1021 78.386 28.902 43.623 0.0000 0.0000 0.0000 None
6566 0.0000 116.78 47.517 164.29 6.3051 25.047 0.0000 116.78 47.517 164.29 6.3051 25.047 0.0000 0.0000 0.0000 None
6667 129.97 182.55 35.617 348.13 4.9221 40.717 129.97 182.55 35.617 348.13 4.9221 40.717 0.0000 0.0000 0.0000 None
L595 22.234 424.69 5.3097 452.24 6.6349 36.753 22.234 424.69 5.3097 452.24 6.6349 36.753 0.0000 0.0000 0.0000 None
5556ova 0.0000 0.6702 0.0000 0.6702 9.1285 10.925 0.0000 0.6702 0.0000 0.6702 9.1285 10.925 0.0000 0.0000 0.0000 None
5663ova 0.0000 1.3466 0.0000 1.3466 9.1248 12.411 0.0000 1.3466 0.0000 1.3466 9.1248 12.411 0.0000 0.0000 0.0000 None
6364ova .29E-06 0.1144 .29E-06 0.1144 0.09943 9.9006 .29E-06 0.1144 .29E-06 0.1144 0.09943 9.9006 0.0000 0.0000 0.0000 None
6264ova 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 0.0000 31.100 31.100 0.0000 0.0000 0.0000 None
6768ova 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 None
*==================================*
| Table E14b - Floodplain Mapping |
*==================================*
Conduit Upstream Downstream Channel Center <----- Left Offsets ------> <----- Right Offsets ------> <- Channel Widths->
Name WS Elev. WS Elev. Length Station Natural Encroach Bank Natural Encroach Bank Total Encroach.
--------------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ---------
L1 103.4724 102.2127 10.5000 11.7000 1.7199 1.7199 1.7000 0.8092 0.8092 0.8000 2.5290 2.5290
L2 102.2126 100.9549 11.0000 4.2000 1.3909 1.3909 2.7000 1.7603 1.7603 2.3000 3.1511 3.1511
L3 100.9549 100.2376 16.0000 7.4000 1.7504 1.7504 2.6000 2.2216 2.2216 3.3000 3.9720 3.9720
L4 100.2376 99.7735 16.0000 6.5000 1.3799 1.3799 1.3000 4.3926 4.3926 4.2000 5.7725 5.7725
L5 99.7734 99.5131 10.0000 11.5000 3.8873 3.8873 5.5000 1.7872 1.7872 2.4000 5.6745 5.6745
L6 99.5130 99.5192 10.2000 12.1000 4.7460 4.7460 2.6000 3.1399 3.1399 1.9000 7.8860 7.8860
L7 99.5192 99.5198 10.5000 11.9000 6.7190 6.7190 6.0000 6.6459 6.6459 5.1000 13.3649 13.3649
L8 99.5198 99.5199 10.0000 14.5000 8.0713 8.0713 7.6000 11.2927 11.2927 10.8000 19.3641 19.3641
L9 99.5199 99.3693 10.0000 27.5000 23.5269 23.5269 8.2000 2.8677 2.8677 2.2000 26.3946 26.3946
L10 98.8313 97.5809 10.0000 19.7000 9.2658 9.2658 7.2000 3.0525 3.0525 0.0000 12.3183 12.3183
L11 97.5809 97.5813 16.5000 12.9000 6.1304 6.1304 3.5000 8.4061 8.4061 5.4000 14.5365 14.5365
L12 97.5813 97.5813 16.5000 15.0000 8.0893 8.0893 6.0000 7.2583 7.2583 5.5000 15.3476 15.3476
L13 97.5813 97.5818 17.5000 12.5000 8.9088 8.9088 4.6000 9.4153 9.4153 5.5000 18.3241 18.3241
L14 97.5818 97.5213 10.0000 5.0000 0.4608 0.4608 0.6000 20.2576 20.2576 1.4000 20.7184 20.7184
L15 94.8097 94.5872 13.0000 6.5000 3.3157 3.3157 0.0000 9.3464 9.3464 6.5000 12.6621 12.6621
L24 94.5872 94.0836 20.0000 16.8000 10.7959 10.7959 11.2000 0.3805 0.3805 0.8000 11.1764 11.1764
L25 94.0836 93.6673 16.0000 4.7000 1.0304 1.0304 0.0000 9.8545 9.8545 7.9000 10.8849 10.8849
L26 93.6673 93.2010 15.0000 7.8000 1.5683 1.5683 2.6000 5.1365 5.1365 7.2000 6.7048 6.7048
L27 93.2010 93.0091 14.5000 13.7000 1.8045 1.8045 3.4000 6.0347 6.0347 5.1000 7.8392 7.8392
L28 120.7306 113.8092 134.0000 31.0000 3.3339 3.3339 11.0000 1.3339 1.3339 19.0000 4.6679 4.6679
L29 113.8092 105.7901 158.0000 28.5000 4.1860 4.1860 16.5000 1.1860 1.1860 19.5000 5.3721 5.3721
L30 105.7901 98.0310 150.0000 32.0000 5.3517 5.3517 12.0000 1.3517 1.3517 17.0000 6.7035 6.7035
L31 98.0310 95.6302 89.0000 30.0000 4.5340 4.5340 10.0000 4.5897 4.5897 19.0000 9.1237 9.1237
L32 95.6302 94.8297 21.0000 13.6000 4.2954 4.2954 4.3000 1.8980 1.8980 1.9000 6.1934 6.1934
L33 97.8357 97.2911 10.0000 13.8000 3.4952 3.4952 2.0000 3.4895 3.4895 3.0000 6.9847 6.9847
L34 94.8297 94.7768 17.5000 16.7000 12.5581 12.5581 12.7000 5.7853 5.7853 3.8000 18.3434 18.3434
L35 94.7768 93.5457 21.5000 11.0000 1.7485 1.7485 2.0000 18.4565 18.4565 18.4000 20.2050 20.2050
L36 93.5457 93.0272 18.0000 6.8000 1.4015 1.4015 1.1000 11.1407 11.1407 21.1000 12.5422 12.5422
W2637 93.0272 93.0272 10.0000 9.3000 0.0000 0.0000 0.0000 0.0000 0.0000 3.9000 0.0000 0.0000
L37 93.0272 93.0091 23.5000 11.3000 5.3026 5.3026 4.1000 6.0819 6.0819 6.8000 11.3845 11.3845
L38 93.0091 92.9389 14.0000 30.6000 8.9060 8.9060 5.1000 4.3881 4.3881 4.2000 13.2941 13.2941
L39 92.8101 92.9389 10.0000 30.7000 7.4583 7.4583 9.7000 5.2703 5.2703 4.8000 12.7287 12.7287
L41 92.8101 92.4293 54.5000 32.5000 11.5154 11.5154 10.3000 3.0590 3.0590 2.0000 14.5744 14.5744
4243 92.4293 91.5680 60.0000 31.0000 8.3173 8.3173 1.5000 8.5606 8.5606 5.0000 16.8779 16.8779
4344 91.5680 90.7327 50.0000 32.0000 10.8445 10.8445 2.0000 5.5331 5.5331 3.4000 16.3775 16.3775
6869 88.9883 88.8279 20.0000 36.0000 9.0379 9.0379 13.2000 4.1619 4.1619 5.8000 13.1997 13.1997
4445 90.7327 90.6482 33.0000 26.4000 13.4420 13.4420 21.8000 3.4062 3.4062 8.0000 16.8483 16.8483
4546 90.6482 90.3112 25.0000 22.1000 10.6949 10.6949 1.7000 2.3845 2.3845 2.0000 13.0794 13.0794
4647 90.3112 90.2226 20.0000 11.8000 0.7083 0.7083 0.6000 8.0186 8.0186 7.8000 8.7269 8.7269
4754 90.2226 90.1677 31.0000 28.6000 10.2489 10.2489 7.1000 4.6149 4.6149 1.4000 14.8638 14.8638
4849 90.8741 90.6819 12.0000 26.3000 3.3495 3.3495 4.6000 3.0575 3.0575 3.7000 6.4070 6.4070
4950 90.6819 90.6611 6.0000 21.5000 4.2258 4.2258 3.5000 3.0545 3.0545 2.2000 7.2803 7.2803
5051 90.6611 90.3748 19.0000 19.9000 3.2880 3.2880 3.1000 5.3012 5.3012 5.1000 8.5891 8.5891
5152 90.3748 90.3589 6.0000 17.8000 3.7782 3.7782 2.2000 4.1330 4.1330 1.8000 7.9112 7.9112
5253 90.3589 90.1679 20.0000 14.4000 3.3172 3.3172 2.8000 4.3149 4.3149 3.6000 7.6320 7.6320
5354 90.1679 90.1677 29.0000 30.3000 22.7968 22.7968 20.1000 2.7984 2.7984 0.0000 25.5952 25.5952
5462 90.1677 90.1662 12.0000 13.9000 6.3036 6.3036 2.9000 21.8929 21.8929 20.0000 28.1965 28.1965
5657 99.2300 99.2300 6.0000 29.9000 0.0000 0.0000 29.8000 0.0000 0.0000 0.0000 0.0000 0.0000
5758 99.2300 92.5501 50.0000 20.0000 0.0000 0.0000 15.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5859 92.5501 91.7488 18.0000 8.4000 0.6693 0.6693 2.3000 3.6137 3.6137 5.5000 4.2831 4.2831
5960 91.7488 91.2551 17.0000 10.1000 2.1329 2.1329 2.0000 5.9519 5.9519 5.9000 8.0847 8.0847
6061 91.2551 90.8880 17.0000 25.0000 10.9545 10.9545 10.4000 2.1066 2.1066 1.5000 13.0611 13.0611
6162 90.8880 90.1662 30.0000 9.3000 7.5470 7.5470 1.3000 1.8117 1.8117 2.0000 9.3586 9.3586
6465 89.5164 89.3803 32.0000 40.4000 11.4976 11.4976 11.2000 3.2234 3.2234 2.0000 14.7209 14.7209
6566 89.3803 89.3645 35.0000 10.3000 3.9949 3.9949 5.7000 14.7466 14.7466 6.5000 18.7416 18.7416
6667 89.3645 89.3580 50.0000 30.2000 25.2779 25.2779 6.0000 10.5172 10.5172 3.0000 35.7951 35.7951
L595 90.1662 90.1660 6.0000 13.9000 7.2651 7.2651 2.9000 22.8528 22.8528 20.0000 30.1179 30.1179
5556ova 99.9546 99.5132 16.0000 9.2000 0.0715 0.0715 0.1000 1.7254 1.7254 3.7000 1.7969 1.7969
5663ova 99.5132 98.1124 83.0000 9.2000 0.0752 0.0752 0.1000 3.2113 3.2113 3.7000 3.2865 3.2865
6364ova 97.0181 89.9034 110.0000 9.9000 9.8006 9.8006 9.8000 0.0006 0.0006 0.0000 9.8011 9.8011
6264ova 89.5164 89.5164 10.0000 31.1000 0.0000 0.0000 0.0000 0.0000 0.0000 10.7000 0.0000 0.0000
6768ova 88.9883 88.9883 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=========================================================*
| Table E15 - SPREADSHEET INFO LIST |
| Conduit Flow and Junction Depth Information for use in |
| spreadsheets. The maximum values in this table are the |
| true maximum values because they sample every time step.|
| The values in the review results may only be the |
| maximum of a subset of all the time steps in the run. |
| Note: These flows are only the flows in a single barrel.|
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 0.6687 746.0123 0.9051 3.3639 ## N1 102.8300 103.4724
L2 0.6645 747.6153 0.7852 4.0709 ## N2 101.7100 102.2127
L3 0.6564 748.1853 0.4901 18.4034 ## N3 100.3800 100.9549
L4 1.2860 1414.6206 0.5793 35.3178 ## N4 99.4600 100.2376
L5 1.2754 1417.0567 0.5606 22.4840 ## N5 99.0400 99.7735
L6 1.2778 1418.1538 0.3632 35.9465 ## N6 98.8600 99.5131
L7 1.2674 1417.6269 0.1289 104.9995 ## N7 98.3300 The text continues on section 5.