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c5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 13:18.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\climchng.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 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 44.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
2 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
3 N50#1 N50 37.000 1.1100 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N50#2 N50 39.000 .40000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
5 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
9 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
11 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
13 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
15 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
17 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
19 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
21 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
23 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
25 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
27 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
29 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
31 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
33 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
35 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N47#1 N47 7.0000 .40000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N47#2 N47 29.000 .41000 0.0410.000 0.025 0.100 0.000 0.000 0.00
39 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
40 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
41 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
43 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
45 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
47 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N48#1 0.1000 2.0000 2.0000
2 N48#2 0.1000 2.0000 2.0000
3 N50#1 0.1000 2.0000 2.0000
4 N50#2 0.1000 2.0000 2.0000
5 N52#1 0.1000 2.0000 2.0000
6 N52#2 0.1000 2.0000 2.0000
7 N1#1 0.1000 2.0000 2.0000
8 N1#2 0.1000 2.0000 2.0000
9 N4#1 0.1000 2.0000 2.0000
10 N4#2 0.1000 2.0000 2.0000
11 N8#1 0.1000 2.0000 2.0000
12 N8#2 0.1000 2.0000 2.0000
13 N13#1 0.1000 2.0000 2.0000
14 N13#2 0.1000 2.0000 2.0000
15 N25#1 0.1000 2.0000 2.0000
16 N25#2 0.1000 2.0000 2.0000
17 N28#1 0.1000 2.0000 2.0000
18 N28#2 0.1000 2.0000 2.0000
19 N29#1 0.1000 2.0000 2.0000
20 N29#2 0.1000 2.0000 2.0000
21 N30#1 0.1000 2.0000 2.0000
22 N30#2 0.1000 2.0000 2.0000
23 N31#1 0.1000 2.0000 2.0000
24 N31#2 0.1000 2.0000 2.0000
25 N32#1 0.1000 2.0000 2.0000
26 N32#2 0.1000 2.0000 2.0000
27 N33#1 0.1000 2.0000 2.0000
28 N33#2 0.1000 2.0000 2.0000
29 N36#1 0.1000 2.0000 2.0000
30 N36#2 0.1000 2.0000 2.0000
31 N42#1 0.1000 2.0000 2.0000
32 N42#2 0.1000 2.0000 2.0000
33 N44#1 0.1000 2.0000 2.0000
34 N44#2 0.1000 2.0000 2.0000
35 N45#1 0.1000 2.0000 2.0000
36 N45#2 0.1000 2.0000 2.0000
37 N47#1 0.1000 2.0000 2.0000
38 N47#2 0.1000 2.0000 2.0000
39 N55#1 0.1000 2.0000 2.0000
40 N55#2 0.1000 2.0000 2.0000
41 N56#1 0.1000 2.0000 2.0000
42 N56#2 0.1000 2.0000 2.0000
43 N63#1 0.1000 2.0000 2.0000
44 N63#2 0.1000 2.0000 2.0000
45 N64#1 0.1000 2.0000 2.0000
46 N64#2 0.1000 2.0000 2.0000
47 N66#1 0.1000 2.0000 2.0000
48 N66#2 0.1000 2.0000 2.0000
49 N58#1 0.1000 2.0000 2.0000
50 N58#2 0.1000 2.0000 2.0000
51 N59#1 0.1000 2.0000 2.0000
52 N59#2 0.1000 2.0000 2.0000
53 N61#1 0.1000 2.0000 2.0000
54 N61#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.24
Pervious Area (hectares)........ 24.86
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.52
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N48 N50 N52 N1 N4 N8
N13 N25 N28 N29 N30 N31
N32 N33 N36 N42 N44 N45
N47 N55 N56 N63 N64 N66
N58 N59 N61
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N48#1 1192 360 N48#2 1545 395 N50#1 1204 360
N50#2 1630 386 N52#1 1232 360 N52#2 1626 390
N1#1 1208 360 N1#2 1826 526 N4#1 1156 360
N4#2 2139 621 N8#1 1158 334 N8#2 2329 683
N13#1 1208 360 N13#2 2279 669 N25#1 1212 360
N25#2 1613 391 N28#1 1224 360 N28#2 1540 396
N29#1 1208 360 N29#2 1798 514 N30#1 1208 360
N30#2 2300 720 N31#1 1212 360 N31#2 2320 684
N32#1 1228 360 N32#2 1216 360 N33#1 1228 360
N33#2 1626 390 N36#1 1228 360 N36#2 1623 389
N42#1 1216 360 N42#2 1621 391 N44#1 1216 360
N44#2 1625 391 N45#1 1216 360 N45#2 1600 392
N47#1 1131 325 N47#2 1571 389 N55#1 1699 421
N55#2 1625 391 N56#1 1208 360 N56#2 1608 392
N63#1 1220 360 N63#2 1622 390 N64#1 1212 360
N64#2 1613 391 N66#1 1208 360 N66#2 1612 392
N58#1 1212 360 N58#2 1613 391 N59#1 1232 360
N59#2 1624 388 N61#1 1228 360 N61#2 1623 389
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 44.0000 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) 1.808400E+04 44.000
Total Infiltration 2.232665E+02 0.543
Total Evaporation 4.345285E+00 0.011
Surface Runoff from Watersheds 1.771164E+04 43.094
Total Water remaining in Surface Storage 1.626609E+02 0.396
Infiltration over the Pervious Area... 2.232665E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.810191E+04 44.044
Total Precipitation + Initial Storage. 1.808400E+04 44.000
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............... -0.0990
****************************************************
* 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.............. 1.771164E+04 43.094
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.................. 1.768588E+04 43.031
Initial Storage + Inflow.................... 1.771164E+04 43.094
Final Storage + Outflow + Diverted GW....... 1.768588E+04 43.031
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1456
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.11002 0.04000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.78180 0.00000 43.20412 0.00000 43.10104
Total Losses (mm)...... 0.00000 0.87725 0.00000 0.79191 0.00000 0.85103
Remaining Depth (mm)... 0.00000 0.34095 0.00000 0.00398 0.00000 0.04793
Peak Runoff Rate (cms). 0.00000 0.54973 0.00000 0.02257 0.00000 0.09241
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.90154 44.02464 43.95576 44.80109 44.06246 44.20550
Peak Runoff Rate (cms). 0.77074 0.00097 0.55089 0.00002 0.09630 0.00011
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.90154 44.02464 43.95576 44.80109 44.06246 44.20550
Peak Runoff Rate (cms). 0.77074 0.00097 0.55089 0.00002 0.09630 0.00011
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) 43.90154 42.78304 43.95576 43.20571 44.06246 43.10215
Peak Runoff Rate (cms). 0.77074 0.55070 0.55089 0.02260 0.09630 0.09251
Unit Runoff (mm/hr).... 164.57672 118.28743 180.15610 205.05774 205.62027 186.56685
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N1#1 N1#2 N4#1 N4#2 N8#1 N8#2
Area (hectares)........ 0.23001 2.33005 0.67001 1.57003 0.06000 0.54001
Percent Impervious..... 100.00000 10.00000 100.00000 30.00000 100.00000 45.00000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.94167 0.00000 43.04830 0.00000 43.08287
Total Losses (mm)...... 0.00000 0.87056 0.00000 0.86089 0.00000 0.85515
Remaining Depth (mm)... 0.00000 0.18777 0.00000 0.09082 0.00000 0.06198
Peak Runoff Rate (cms). 0.00000 0.83205 0.00000 0.51588 0.00000 0.14799
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.98477 44.15862 43.78320 44.09945 44.07195 44.07547
Peak Runoff Rate (cms). 0.11979 0.13326 0.25563 0.26890 0.03410 0.13821
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.98477 44.15862 43.78320 44.09945 44.07195 44.07547
Peak Runoff Rate (cms). 0.11979 0.13326 0.25563 0.26890 0.03410 0.13821
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) 43.98477 43.06336 43.78320 43.36364 44.07195 43.52954
Peak Runoff Rate (cms). 0.11979 0.96531 0.25563 0.78478 0.03410 0.28621
Unit Runoff (mm/hr).... 189.05673 150.39094 138.49924 181.45013 206.28080 192.39547
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N13#1 N13#2 N25#1 N25#2 N28#1 N28#2
Area (hectares)........ 0.71002 1.33003 1.13002 1.13002 0.12000 2.87006
Percent Impervious..... 100.00000 35.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.03514 0.00000 43.03027 0.00000 42.73056
Total Losses (mm)...... 0.00000 0.86258 0.00000 0.86316 0.00000 0.87860
Remaining Depth (mm)... 0.00000 0.10227 0.00000 0.10657 0.00000 0.39084
Peak Runoff Rate (cms). 0.00000 0.39683 0.00000 0.51396 0.00000 0.88536
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.98203 44.08009 43.99791 44.14772 44.03262 44.01819
Peak Runoff Rate (cms). 0.36814 0.26504 0.60068 0.00066 0.06664 0.00164
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.98203 44.08009 43.99791 44.14772 44.03262 44.01819
Peak Runoff Rate (cms). 0.36814 0.26504 0.60068 0.00066 0.06664 0.00164
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) 43.98203 43.40087 43.99791 43.03139 44.03262 42.73185
Peak Runoff Rate (cms). 0.36814 0.66187 0.60068 0.51462 0.06664 0.88700
Unit Runoff (mm/hr).... 188.22055 180.64755 192.96424 165.31599 201.58181 112.18962
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N29#1 N29#2 N30#1 N30#2 N31#1 N31#2
Area (hectares)........ 0.25001 2.24005 0.40001 3.58008 1.00002 2.72006
Percent Impervious..... 100.00000 10.00000 100.00000 10.00000 100.00000 35.00000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.98255 0.00000 39.43811 0.00000 43.02068
Total Losses (mm)...... 0.00000 0.86773 0.00000 0.88851 0.00000 0.86423
Remaining Depth (mm)... 0.00000 0.14972 0.00000 3.67337 0.00000 0.11509
Peak Runoff Rate (cms). 0.00000 0.84995 0.00000 0.29826 0.00000 0.79221
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.97653 44.16935 43.97653 44.02127 43.99372 44.07528
Peak Runoff Rate (cms). 0.12847 0.12812 0.20555 0.19641 0.52820 0.54146
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.97653 44.16935 43.97653 44.02127 43.99372 44.07528
Peak Runoff Rate (cms). 0.12847 0.12812 0.20555 0.19641 0.52820 0.54146
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) 43.97653 43.10123 43.97653 39.89643 43.99372 43.38979
Peak Runoff Rate (cms). 0.12847 0.97807 0.20555 0.49467 0.52820 1.33367
Unit Runoff (mm/hr).... 186.53686 158.50145 186.53686 50.15884 191.73891 177.98724
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N32#1 N32#2 N33#1 N33#2 N36#1 N36#2
Area (hectares)........ 0.50001 0.50001 0.41001 0.41001 0.36001 0.37001
Percent Impervious..... 100.00000 0.00000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.13177 0.00000 43.09205 0.00000 43.12042
Total Losses (mm)...... 0.00000 0.84104 0.00000 0.85319 0.00000 0.84529
Remaining Depth (mm)... 0.00000 0.02719 0.00000 0.05475 0.00000 0.03429
Peak Runoff Rate (cms). 0.00000 0.26924 0.00000 0.20733 0.00000 0.19587
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.04956 0.00000 44.04966 44.18730 44.04320 44.24740
Peak Runoff Rate (cms). 0.28138 0.00000 0.23074 0.00024 0.20172 0.00022
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.04956 0.00000 44.04966 44.18730 44.04320 44.24740
Peak Runoff Rate (cms). 0.28138 0.00797 0.23074 0.00024 0.20172 0.00022
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) 44.04956 43.13177 44.04966 43.09315 44.04320 43.12155
Peak Runoff Rate (cms). 0.28138 0.26924 0.23074 0.20757 0.20172 0.19609
Unit Runoff (mm/hr).... 204.28182 195.46906 204.29407 183.77508 203.40001 192.37738
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N42#1 N42#2 N44#1 N44#2 N45#1 N45#2
Area (hectares)........ 0.67001 0.67001 0.31001 0.32001 0.13000 0.37001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.04089 0.00000 43.05671 0.00000 42.98289
Total Losses (mm)...... 0.00000 0.86187 0.00000 0.85968 0.00000 0.86771
Remaining Depth (mm)... 0.00000 0.09724 0.00000 0.08361 0.00000 0.14940
Peak Runoff Rate (cms). 0.00000 0.31024 0.00000 0.15225 0.00000 0.15592
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.00076 44.16109 44.00457 44.12709 44.01306 44.10159
Peak Runoff Rate (cms). 0.35767 0.00039 0.16640 0.00019 0.07060 0.00021
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.00076 44.16109 44.00457 44.12709 44.01306 44.10159
Peak Runoff Rate (cms). 0.35767 0.00039 0.16640 0.00019 0.07060 0.00021
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) 44.00076 43.04201 44.00457 43.05778 44.01306 42.98401
Peak Runoff Rate (cms). 0.35767 0.31063 0.16640 0.15243 0.07060 0.15613
Unit Runoff (mm/hr).... 193.78190 168.29953 194.85564 172.91721 197.13489 153.18208
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N47#1 N47#2 N55#1 N55#2 N56#1 N56#2
Area (hectares)........ 0.04000 0.41001 0.60001 0.61001 0.21000 0.21000
Percent Impervious..... 100.00000 0.04000 1.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 42.95331 42.89625 43.06552 0.00000 42.99819
Total Losses (mm)...... 0.00000 0.86983 0.87302 0.85831 0.00000 0.86642
Remaining Depth (mm)... 0.00000 0.17687 0.23074 0.07618 0.00000 0.13540
Peak Runoff Rate (cms). 0.00000 0.16537 0.22151 0.29467 0.00000 0.09064
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.07481 44.21070 44.12367 44.14074 43.98340 44.11442
Peak Runoff Rate (cms). 0.02275 0.00010 0.00343 0.00036 0.10913 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.07481 44.21070 44.12367 44.14074 43.98340 44.11442
Peak Runoff Rate (cms). 0.02275 0.00010 0.00343 0.00036 0.10913 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 44.07481 42.95381 42.90852 43.06659 43.98340 42.99930
Peak Runoff Rate (cms). 0.02275 0.16546 0.22494 0.29503 0.10913 0.09076
Unit Runoff (mm/hr).... 206.43713 146.49683 136.09025 175.56739 188.63917 156.88904
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).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.08779 0.00000 43.02382 0.00000 43.00232
Total Losses (mm)...... 0.00000 0.85413 0.00000 0.86389 0.00000 0.86604
Remaining Depth (mm)... 0.00000 0.05808 0.00000 0.11229 0.00000 0.13164
Peak Runoff Rate (cms). 0.00000 0.21586 0.00000 0.33747 0.00000 0.51702
Total Impervious Area
---------------------
Total Runoff Depth (mm) 44.02716 44.17907 43.98715 44.14022 43.98065 44.11818
Peak Runoff Rate (cms). 0.23195 0.00025 0.38687 0.00044 0.62082 0.00069
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 44.02716 44.17907 43.98715 44.14022 43.98065 44.11818
Peak Runoff Rate (cms). 0.23195 0.00025 0.38687 0.00044 0.62082 0.00069
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) 44.02716 43.08888 43.98715 43.02494 43.98065 43.00343
Peak Runoff Rate (cms). 0.23195 0.21612 0.38687 0.33791 0.62082 0.51771
Unit Runoff (mm/hr).... 200.47366 182.44452 189.77520 163.55000 187.80093 157.92418
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N58#1 N58#2 N59#1 N59#2 N61#1 N61#2
Area (hectares)........ 0.42001 0.43001 0.12000 0.13000 0.20000 0.20000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 44.00000 44.00000 44.00000 44.00000 44.00000 44.00000
Max Intensity (mm/hr).. 205.92000 205.92000 205.92000 205.92000 205.92000 205.92000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.02606 0.00000 43.13521 0.00000 43.11395
Total Losses (mm)...... 0.00000 0.86364 0.00000 0.83959 0.00000 0.84740
Remaining Depth (mm)... 0.00000 0.11030 0.00000 0.02520 0.00000 0.03865
Peak Runoff Rate (cms). 0.00000 0.19420 0.00000 0.07025 0.00000 0.10483
Total Impervious Area
---------------------
Total Runoff Depth (mm) 43.99718 44.14277 44.05926 44.27783 44.04320 44.23324
Peak Runoff Rate (cms). 0.22302 0.00025 0.06788 0.00008 0.11207 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 43.99718 44.14277 44.05926 44.27783 44.04320 44.23324
Peak Runoff Rate (cms). 0.22302 0.00025 0.06788 0.00008 0.11207 0.00012
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 43.99718 43.02717 44.05926 43.13635 44.04320 43.11507
Peak Runoff Rate (cms). 0.22302 0.19445 0.06788 0.07032 0.11207 0.10495
Unit Runoff (mm/hr).... 192.75240 164.15766 205.34001 196.36854 203.40001 190.48874
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
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| ################## |
200.000 = # # =
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150.000 = ################# # =
| # # |
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RAINFALL | # # |
| # # |
IN | # # |
| # # |
MM/HR | # # |
| # # |
| # # |
100.000 = # # =
| # # |
################## # |
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50.000 # ################## =
# # |
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# ################# |
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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
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