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d50y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 09:09.
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\develop.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 71
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 71
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 71
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 90.0000 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 1300 360 N48#2 2138 430 N50#1 1320 360
N50#2 2291 421 N52#1 1368 360 N52#2 2279 425
N1#1 1340 360 N1#2 2147 561 N4#1 1228 360
N4#2 2481 655 N8#1 1372 360 N8#2 2695 717
N13#1 1336 360 N13#2 2624 704 N25#1 1344 360
N25#2 2250 426 N28#1 1356 360 N28#2 2109 431
N29#1 1336 360 N29#2 2136 548 N30#1 1336 360
N30#2 2432 720 N31#1 1340 360 N31#2 2666 718
N32#1 1364 360 N32#2 1348 360 N33#1 1364 360
N33#2 2275 425 N36#1 1360 360 N36#2 2276 424
N42#1 1344 360 N42#2 2250 426 N44#1 1344 360
N44#2 2258 426 N45#1 1348 360 N45#2 2221 427
N47#1 1369 359 N47#2 2180 424 N55#1 2296 456
N55#2 2251 425 N56#1 1336 360 N56#2 2233 427
N63#1 1356 360 N63#2 2275 425 N64#1 1340 360
N64#2 2246 426 N66#1 1336 360 N66#2 2237 427
N58#1 1344 360 N58#2 2246 426 N59#1 1368 360
N59#2 2277 423 N61#1 1360 360 N61#2 2276 424
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 90.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 3.699000E+04 90.000
Total Infiltration 5.126413E+02 1.247
Total Evaporation 5.013193E+00 0.012
Surface Runoff from Watersheds 3.629394E+04 88.306
Total Water remaining in Surface Storage 1.933052E+02 0.470
Infiltration over the Pervious Area... 5.126413E+02 2.062
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 3.700490E+04 90.036
Total Precipitation + Initial Storage. 3.699000E+04 90.000
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............... -0.0403
****************************************************
* 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.............. 3.629394E+04 88.306
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.................. 3.628527E+04 88.285
Initial Storage + Inflow.................... 3.629394E+04 88.306
Final Storage + Outflow + Diverted GW....... 3.628527E+04 88.285
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0239
##################################################
# 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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.56696 0.00000 88.01559 0.00000 87.91742
Total Losses (mm)...... 0.00000 2.04529 0.00000 1.97976 0.00000 2.02722
Remaining Depth (mm)... 0.00000 0.38775 0.00000 0.00466 0.00000 0.05536
Peak Runoff Rate (cms). 0.00000 0.74926 0.00000 0.02569 0.00000 0.10599
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.87773 90.04502 89.93607 90.01676 90.04258 90.21261
Peak Runoff Rate (cms). 0.92998 0.00111 0.64116 0.00003 0.10921 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.87773 90.04502 89.93607 90.01676 90.04258 90.21261
Peak Runoff Rate (cms). 0.92998 0.00111 0.64116 0.00003 0.10921 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) 89.87773 87.56944 89.93607 88.01759 90.04258 87.91971
Peak Runoff Rate (cms). 0.92998 0.75037 0.64116 0.02572 0.10921 0.10611
Unit Runoff (mm/hr).... 198.57971 161.17598 209.67791 233.42108 233.19718 213.99948
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.74491 0.00000 87.86137 0.00000 87.89829
Total Losses (mm)...... 0.00000 2.04090 0.00000 2.03437 0.00000 2.03029
Remaining Depth (mm)... 0.00000 0.21419 0.00000 0.10427 0.00000 0.07142
Peak Runoff Rate (cms). 0.00000 1.05560 0.00000 0.61186 0.00000 0.17154
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.96665 90.11509 89.74755 90.07304 90.05071 90.05365
Peak Runoff Rate (cms). 0.13709 0.15167 0.33032 0.30584 0.03871 0.15697
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.96665 90.11509 89.74755 90.07304 90.05071 90.05365
Peak Runoff Rate (cms). 0.13709 0.15167 0.33032 0.30584 0.03871 0.15697
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) 89.96665 87.98192 89.74755 88.52487 90.05071 88.86820
Peak Runoff Rate (cms). 0.13709 1.20727 0.33032 0.91770 0.03871 0.32851
Unit Runoff (mm/hr).... 216.35810 188.08703 178.96763 212.18341 234.19418 220.83540
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.84717 0.00000 87.84190 0.00000 87.50942
Total Losses (mm)...... 0.00000 2.03554 0.00000 2.03593 0.00000 2.04618
Remaining Depth (mm)... 0.00000 0.11729 0.00000 0.12216 0.00000 0.44440
Peak Runoff Rate (cms). 0.00000 0.47491 0.00000 0.61712 0.00000 1.22783
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.96378 90.05747 89.98025 90.14194 90.01500 90.03684
Peak Runoff Rate (cms). 0.42189 0.30112 0.68344 0.00076 0.07535 0.00188
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.96378 90.05747 89.98025 90.14194 90.01500 90.03684
Peak Runoff Rate (cms). 0.42189 0.30112 0.68344 0.00076 0.07535 0.00188
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) 89.96378 88.62078 89.98025 87.84420 90.01500 87.51194
Peak Runoff Rate (cms). 0.42189 0.77603 0.68344 0.61789 0.07535 1.22971
Unit Runoff (mm/hr).... 215.70233 211.80695 219.54992 198.49073 227.93580 155.53631
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.78988 0.00000 83.52771 0.00000 87.83150
Total Losses (mm)...... 0.00000 2.03902 0.00000 2.05156 0.00000 2.03666
Remaining Depth (mm)... 0.00000 0.17110 0.00000 4.42074 0.00000 0.13184
Peak Runoff Rate (cms). 0.00000 1.05277 0.00000 0.60805 0.00000 0.95739
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.95803 90.12157 89.95803 90.00388 89.97593 90.05349
Peak Runoff Rate (cms). 0.14766 0.14582 0.23626 0.22219 0.60199 0.61492
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.95803 90.12157 89.95803 90.00388 89.97593 90.05349
Peak Runoff Rate (cms). 0.14766 0.14582 0.23626 0.22219 0.60199 0.61492
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) 89.95803 88.02305 89.95803 84.17532 89.97593 88.60920
Peak Runoff Rate (cms). 0.14766 1.19858 0.23626 0.83024 0.60199 1.57232
Unit Runoff (mm/hr).... 214.40434 194.23617 214.40434 84.18442 218.52312 209.83672
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.94904 0.00000 87.90799 0.00000 87.93750
Total Losses (mm)...... 0.00000 2.01940 0.00000 2.02884 0.00000 2.02279
Remaining Depth (mm)... 0.00000 0.03155 0.00000 0.06317 0.00000 0.03972
Peak Runoff Rate (cms). 0.00000 0.30528 0.00000 0.23899 0.00000 0.22276
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.03100 0.00000 90.03109 90.20264 90.02508 90.23177
Peak Runoff Rate (cms). 0.31860 0.00000 0.26127 0.00028 0.22824 0.00026
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.03100 0.00000 90.03109 90.20264 90.02508 90.23177
Peak Runoff Rate (cms). 0.31860 0.00902 0.26127 0.00028 0.22824 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) 90.03100 87.94904 90.03109 87.91028 90.02508 87.93979
Peak Runoff Rate (cms). 0.31860 0.30528 0.26127 0.23927 0.22824 0.22302
Unit Runoff (mm/hr).... 231.30407 221.63465 231.32065 211.84670 230.14379 218.80347
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.85338 0.00000 87.87040 0.00000 87.79026
Total Losses (mm)...... 0.00000 2.03505 0.00000 2.03354 0.00000 2.03900
Remaining Depth (mm)... 0.00000 0.11157 0.00000 0.09607 0.00000 0.17074
Peak Runoff Rate (cms). 0.00000 0.36983 0.00000 0.17954 0.00000 0.19308
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.98317 90.15081 89.98707 90.16525 89.99567 90.10947
Peak Runoff Rate (cms). 0.40652 0.00045 0.18890 0.00022 0.07997 0.00025
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.98317 90.15081 89.98707 90.16525 89.99567 90.10947
Peak Runoff Rate (cms). 0.40652 0.00045 0.18890 0.00022 0.07997 0.00025
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 89.98317 87.85568 89.98707 87.87269 89.99567 87.79258
Peak Runoff Rate (cms). 0.40652 0.37029 0.18890 0.17976 0.07997 0.19333
Unit Runoff (mm/hr).... 220.25094 200.62028 221.19341 203.91361 223.29228 189.67560
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.75773 87.69465 87.87983 0.00000 87.80699
Total Losses (mm)...... 0.00000 2.04042 2.04251 2.03256 0.00000 2.03814
Remaining Depth (mm)... 0.00000 0.20185 0.26284 0.08761 0.00000 0.15487
Peak Runoff Rate (cms). 0.00000 0.20843 0.28775 0.34544 0.00000 0.11117
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.05310 90.21526 90.07991 90.17394 89.96522 90.11880
Peak Runoff Rate (cms). 0.02583 0.00011 0.00391 0.00041 0.12497 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.05310 90.21526 90.07991 90.17394 89.96522 90.11880
Peak Runoff Rate (cms). 0.02583 0.00011 0.00391 0.00041 0.12497 0.00014
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 90.05310 87.75872 87.71850 87.88212 89.96522 87.80930
Peak Runoff Rate (cms). 0.02583 0.20854 0.29165 0.34585 0.12497 0.11131
Unit Runoff (mm/hr).... 234.43604 184.63508 176.45255 205.81307 216.02963 192.40592
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.90349 0.00000 87.83491 0.00000 87.81150
Total Losses (mm)...... 0.00000 2.02954 0.00000 2.03643 0.00000 2.03789
Remaining Depth (mm)... 0.00000 0.06697 0.00000 0.12866 0.00000 0.15061
Peak Runoff Rate (cms). 0.00000 0.24946 0.00000 0.40698 0.00000 0.63243
Total Impervious Area
---------------------
Total Runoff Depth (mm) 90.00968 90.19780 89.96912 90.13686 89.96235 90.12150
Peak Runoff Rate (cms). 0.26229 0.00029 0.44222 0.00050 0.71198 0.00080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 90.00968 90.19780 89.96912 90.13686 89.96235 90.12150
Peak Runoff Rate (cms). 0.26229 0.00029 0.44222 0.00050 0.71198 0.00080
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) 90.00968 87.90579 89.96912 87.83721 89.96235 87.81381
Peak Runoff Rate (cms). 0.26229 0.24976 0.44222 0.40749 0.71198 0.63322
Unit Runoff (mm/hr).... 226.69190 210.84401 216.92828 197.22609 215.37617 193.16152
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).... 90.00000 90.00000 90.00000 90.00000 90.00000 90.00000
Max Intensity (mm/hr).. 234.36000 234.36000 234.36000 234.36000 234.36000 234.36000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 87.83733 0.00000 87.95251 0.00000 87.93084
Total Losses (mm)...... 0.00000 2.03626 0.00000 2.01823 0.00000 2.02443
Remaining Depth (mm)... 0.00000 0.12641 0.00000 0.02926 0.00000 0.04473
Peak Runoff Rate (cms). 0.00000 0.23385 0.00000 0.07960 0.00000 0.11952
Total Impervious Area
---------------------
Total Runoff Depth (mm) 89.97950 90.13860 90.03976 90.24070 90.02508 90.22591
Peak Runoff Rate (cms). 0.25381 0.00029 0.07695 0.00009 0.12680 0.00014
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 89.97950 90.13860 90.03976 90.24070 90.02508 90.22591
Peak Runoff Rate (cms). 0.25381 0.00029 0.07695 0.00009 0.12680 0.00014
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 89.97950 87.83963 90.03976 87.95480 90.02508 87.93313
Peak Runoff Rate (cms). 0.25381 0.23414 0.07695 0.07969 0.12680 0.11966
Unit Runoff (mm/hr).... 219.37045 197.66170 232.78678 222.52841 230.14379 217.18007
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
1
250.000 |=========|=========|=========|=========|=========|=========|=========|=========|=========|=========|
| |
| |
| ##### |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
200.000 = # # =
| # # |
| # # |
| # # |
| # # |
| ###### # # |
| # # # # |
| # # # # |
| # # # # |
| # # # # |
150.000 = # # # # =
| # # # # |
| # # # # |
RAINFALL | # # # # |
| # # # # |
IN | # ##### # |
| # # |
MM/HR | # # |
| # ##### |
| # # |
100.000 = # # =
| # ##### |
| # # |
| # # |
| ##### # |
| # # |
| # # |
| # ##### |
| # # |
| # ###### |
50.000 = # # =
##### # |
# ##### |
# # |
# ##### |
# ##### |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========#=========|=========|=========|=========|=========|
0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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