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e50y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:32.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 9 line(s) and found 6 items(s) from your cfg file.
Input File : C:\XPS\churchie\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\churchst\Flows.int
Input File to Layer # 2 C:\XPS\churchst\Flows.int
Output File to Layer # 2 JOT.US
*===========================================================*
| Special command line arguments in XP-SWMM2000. This |
| now includes program defaults. $Keywords are the program|
| defaults. Other Keywords are from the SWMMCOM.CFG file.|
| or the command line or any cfg file on the command line.|
| Examples include these in the file xpswm.bat under the |
| section :solve or in the windows version XPSWMM32 in the|
| file solve.bat |
| |
| Note: the cfg file should be in the subdirectory swmxp |
| or defined by the set variable in the xpswm.bat |
| file. Some examples of the command lines possible|
| are shown below: |
| |
| swmmd swmmcom.cfg |
| swmmd my.cfg |
| swmmd nokeys nconv5 perv extranwq |
*===========================================================*
$powerstation 0.0000 1 2
$perv 0.0000 0 4
$oldegg 0.0000 0 7
$as 0.0000 0 11
$noflat 0.0000 0 21
$oldomega 0.0000 0 24
$oldvol 0.0000 1 28
$implicit 0.0000 1 29
$oldhot 0.0000 1 31
$oldscs 0.0000 0 33
$flood 0.0000 1 40
$nokeys 0.0000 0 42
$pzero 0.0000 0 55
$oldvol2 0.0000 2 59
$storage2 0.0000 3 62
$oldhot1 0.0000 1 63
$pumpwt 0.0000 1 70
CONVERGE 0.0000 1 75
$ecloss 0.0000 1 77
$exout 0.0000 0 97
SPATIAL=0.55 0.5500 5 124
$djref = -1.0 -0.1000 3 143
$weirlen = 50 50.0000 1 153
$oldbnd 0.0000 1 154
NCNLOW 0.0000 1 158
$nogrelev 0.0000 1 161
NCMID 0.0000 0 164
CATSLOPE=% 1.0000 1 281
$new_nl_97 0.0000 2 290
$best97 0.0000 1 294
$newbound 0.0000 1 295
$q_tol = 0.1 0.0010 1 316
$new_storage 0.0000 1 322
$old_iteration 0.0000 1 333
MINLEN=6.0 6.0000 1 346
$review_elevation 0.0000 1 383
$use_half_volume 0.0000 1 385
$min_ts = 0.5 0.5000 1 407
$design_restart = on 0.0000 1 412
$zero_value=1.e-05 0.0000 1 415
$relax_depth = on 0.0000 1 427
*==========================================================*
| Parameter Values on the Tapes Common Block.These are the |
| values read from the data file and dynamically allocated |
| by the model for this simulation. |
*==========================================================*
Number of Subcatchments in the Runoff Block (NW).... 54
Number of Channel/Pipes in the Runoff Block (NG).... 0
Runoff Water quality constituents (NRQ)............. 0
Runoff Land Uses per Subcatchment (NLU)............. 0
Number of Elements in the Transport Block (NET)..... 0
Number of Storage Junctions in Transport (NTSE)..... 0
Number of Input Hydrographs in Transport (NTH)...... 0
Number of Elements in the Extran Block (NEE)........ 68
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 68
Number of Pumps in Extran (NEP)..................... 0
Number of Orifices in Extran (NEO).................. 0
Number of Tide Gates/Free Outfalls in Extran (NTG).. 1
Number of Extran Weirs (NEW)........................ 0
Number of scs hydrograph points..................... 433
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 62
Number of Storage junctions in Extran (NVSE)........ 1
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 3
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 54
Number of Connecting conduits in Extran (NECC)...... 20
Number of Upstream elements in Transport (NTCC)..... 10
Number of Storage/treatment plants (NSTU)........... 0
Number of Values for R1 lines in Transport (NR1).... 0
Number of Nodes to be allowed for (NNOD)............ 68
Number of Plugs in a Storage Treatment Unit......... 1
#######################################################
# Entry made to the Runoff Layer(Block) of SWMM #
# Last Updated October, 2000 by XP Software #
# and is CURRENTLY under development. #
*==========================================================*
| RUNOFF TABLES IN THE OUTPUT FILE. |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table R3 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table R1 - Physical Hydrology Data |
| Table R2 - Infiltration data |
| Table R3 - Raingage and Infiltration Database Names |
| Table R4 - Groundwater Data |
| Table R5 - Continuity Check for Surface Water |
| Table R6 - Continuity Check for Channels/Pipes |
| Table R7 - Continuity Check for Subsurface Water |
| Table R8 - Infiltration/Inflow Continuity Check |
| Table R9 - Summary Statistics for Subcatchments |
| Table R10 - Sensitivity anlysis for Subcatchments |
*==========================================================*
CHURCH STREET, POMONA
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 6.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 5
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 58.1400 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N55#1 N55 35.000 .60000 1.0010.000 0.025 0.100 0.000 0.000 0.00
2 N55#2 N55 70.000 .61000 0.1012.000 0.025 0.100 0.000 0.000 0.00
3 N56#1 N56 9.0000 .21000 100.0010.000 0.025 0.100 0.000 0.000 0.00
4 N56#2 N56 17.000 .21000 0.1011.000 0.025 0.100 0.000 0.000 0.00
5 N58#1 N58 21.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
6 N58#2 N58 42.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
7 N59#1 N59 16.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
8 N59#2 N59 33.000 .13000 0.1011.000 0.025 0.100 0.000 0.000 0.00
9 N61#1 N61 20.000 .20000 100.0010.000 0.025 0.100 0.000 0.000 0.00
10 N61#2 N61 38.000 .20000 0.1011.000 0.025 0.100 0.000 0.000 0.00
11 N1#1 N1 10.000 .23000 100.0010.000 0.025 0.100 0.000 0.000 0.00
12 N1#2 N1 130.00 2.3300 10.0012.000 0.025 0.100 0.000 0.000 0.00
13 N4#1 N4 10.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
14 N4#2 N4 112.00 1.5700 30.0012.000 0.025 0.100 0.000 0.000 0.00
15 N8#1 N8 10.000 .60000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
16 N8#2 N8 43.000 .54000 45.0010.000 0.025 0.100 0.000 0.000 0.00
17 N13#1 N13 30.000 .71000 100.0010.000 0.025 0.100 0.000 0.000 0.00
18 N13#2 N13 89.000 1.3300 35.0010.000 0.025 0.100 0.000 0.000 0.00
19 N25#1 N25 57.000 1.1300 100.0010.000 0.025 0.100 0.000 0.000 0.00
20 N25#2 N25 113.00 1.1300 0.1010.000 0.025 0.100 0.000 0.000 0.00
21 N28#1 N28 10.000 .12000 100.0010.000 0.025 0.100 0.000 0.000 0.00
22 N28#2 N28 79.000 2.8700 0.1022.000 0.025 0.100 0.000 0.000 0.00
23 N29#1 N29 10.000 .25000 100.0010.000 0.025 0.100 0.000 0.000 0.00
24 N29#2 N29 146.00 2.2400 10.0012.000 0.025 0.100 0.000 0.000 0.00
25 N30#1 N30 16.000 .40000 100.0010.000 0.025 0.100 0.000 0.000 0.00
26 N30#2 N30 22.700 3.5800 10.0012.000 0.025 0.100 0.000 0.000 0.00
27 N31#1 N31 48.000 1.0000 100.0010.000 0.025 0.100 0.000 0.000 0.00
28 N31#2 N31 177.00 2.7200 35.00 9.000 0.025 0.100 0.000 0.000 0.00
29 N32#1 N32 56.000 .50000 100.0010.000 0.025 0.100 0.000 0.000 0.00
30 N32#2 N32 111.00 .50000 0.0013.000 0.025 0.100 0.000 0.000 0.00
31 N33#1 N33 46.000 .41000 100.0010.000 0.025 0.100 0.000 0.000 0.00
32 N33#2 N33 68.000 .41000 0.10 9.000 0.025 0.100 0.000 0.000 0.00
33 N36#1 N36 36.000 .36000 100.0010.000 0.025 0.100 0.000 0.000 0.00
34 N36#2 N36 73.000 .37000 0.1012.000 0.025 0.100 0.000 0.000 0.00
35 N42#1 N42 35.000 .67000 100.0010.000 0.025 0.100 0.000 0.000 0.00
36 N42#2 N42 68.000 .67000 0.1011.000 0.025 0.100 0.000 0.000 0.00
37 N44#1 N44 17.000 .31000 100.0010.000 0.025 0.100 0.000 0.000 0.00
38 N44#2 N44 36.000 .32000 0.1011.000 0.025 0.100 0.000 0.000 0.00
39 N45#1 N45 8.0000 .13000 100.0010.000 0.025 0.100 0.000 0.000 0.00
40 N45#2 N45 28.000 .37000 0.1011.000 0.025 0.100 0.000 0.000 0.00
41 N47#1 N47 7.0000 .10000E-01100.0010.000 0.025 0.100 0.000 0.000 0.00
42 N47#2 N47 29.000 .44000 0.1010.000 0.025 0.100 0.000 0.000 0.00
43 N48#1 N48 40.000 1.7000 100.0010.000 0.025 0.100 0.000 0.000 0.00
44 N48#2 N48 80.000 1.6900 0.10 9.000 0.025 0.100 0.000 0.000 0.00
45 N50#1 N50 37.000 1.0900 100.0010.000 0.025 0.100 0.000 0.000 0.00
46 N50#2 N50 39.000 .60000E-01 0.10 9.000 0.025 0.100 0.000 0.000 0.00
47 N52#1 N52 24.000 .17000 100.0010.000 0.025 0.100 0.000 0.000 0.00
48 N52#2 N52 31.000 .18000 0.1010.000 0.025 0.100 0.000 0.000 0.00
49 N63#1 N63 32.000 .42000 100.0010.000 0.025 0.100 0.000 0.000 0.00
50 N63#2 N63 65.000 .43000 0.1010.000 0.025 0.100 0.000 0.000 0.00
51 N64#1 N64 33.000 .74000 100.0010.000 0.025 0.100 0.000 0.000 0.00
52 N64#2 N64 69.000 .75000 0.1011.000 0.025 0.100 0.000 0.000 0.00
53 N66#1 N66 50.000 1.2000 100.0010.000 0.025 0.100 0.000 0.000 0.00
54 N66#2 N66 103.00 1.1900 0.1010.000 0.025 0.100 0.000 0.000 0.00
#######################################################################################################
# Table R2. SUBCATCHMENT DATA #
# Infiltration or Time of Concentration Data #
# #
# Infiltration Type Infl #1(#5) Infl #2(#6) Infl #3(#7) Infl #4(#8) #
# SCS -> Comp CN Time Conc Shape Factor Depth or Fraction #
# SBUH -> Comp CN Time Conc N/A N/A #
# Green Ampt -> Suction Hydr Cond Initial MD N/A #
# Horton -> Max Rate Min Rate Decay Rate (1/sec) Max. Infilt. Volume #
# Proportional -> Constant N/A N/A N/A #
# Initial/Cont Loss -> Initial Continuing N/A N/A #
# Initial/Proportional -> Initial Constant N/A N/A #
# Laurenson Parameters -> B Value Pervious "n" Impervious Cont Exponent #
# Rational Formula -> Tc Method Flow Path Length Flow Path Slope Roughness or Retardance #
# (#1 - #4 is Impervious Data / #5 - #8 is Pervious Data) #
# Rational Formula Tc Method: 1 = Constant #
# 2 = Friend's Equation #
# 3 = Kinematic Wave #
# 4 = Alameda Method #
# 5 = Izzard's Formula #
# 6 = Kerby's Equation #
# 7 = Kirpich's Equation #
# 8 = Bransby Williams Equation #
# 9 = Federal Aviation Authority Equation #
#######################################################################################################
Subcatchment Infl Infl Infl Infl Infl Infl Infl Infl
Number Name # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8
=============== ========= ========= ========= ========= ========= ========= ========= =========
1 N55#1 0.1000 2.0000 2.0000
2 N55#2 0.1000 2.0000 2.0000
3 N56#1 0.1000 2.0000 2.0000
4 N56#2 0.1000 2.0000 2.0000
5 N58#1 0.1000 2.0000 2.0000
6 N58#2 0.1000 2.0000 2.0000
7 N59#1 0.1000 2.0000 2.0000
8 N59#2 0.1000 2.0000 2.0000
9 N61#1 0.1000 2.0000 2.0000
10 N61#2 0.1000 2.0000 2.0000
11 N1#1 0.1000 2.0000 2.0000
12 N1#2 0.1000 2.0000 2.0000
13 N4#1 0.1000 2.0000 2.0000
14 N4#2 0.1000 2.0000 2.0000
15 N8#1 0.1000 2.0000 2.0000
16 N8#2 0.1000 2.0000 2.0000
17 N13#1 0.1000 2.0000 2.0000
18 N13#2 0.1000 2.0000 2.0000
19 N25#1 0.1000 2.0000 2.0000
20 N25#2 0.1000 2.0000 2.0000
21 N28#1 0.1000 2.0000 2.0000
22 N28#2 0.1000 2.0000 2.0000
23 N29#1 0.1000 2.0000 2.0000
24 N29#2 0.1000 2.0000 2.0000
25 N30#1 0.1000 2.0000 2.0000
26 N30#2 0.1000 2.0000 2.0000
27 N31#1 0.1000 2.0000 2.0000
28 N31#2 0.1000 2.0000 2.0000
29 N32#1 0.1000 2.0000 2.0000
30 N32#2 0.1000 2.0000 2.0000
31 N33#1 0.1000 2.0000 2.0000
32 N33#2 0.1000 2.0000 2.0000
33 N36#1 0.1000 2.0000 2.0000
34 N36#2 0.1000 2.0000 2.0000
35 N42#1 0.1000 2.0000 2.0000
36 N42#2 0.1000 2.0000 2.0000
37 N44#1 0.1000 2.0000 2.0000
38 N44#2 0.1000 2.0000 2.0000
39 N45#1 0.1000 2.0000 2.0000
40 N45#2 0.1000 2.0000 2.0000
41 N47#1 0.1000 2.0000 2.0000
42 N47#2 0.1000 2.0000 2.0000
43 N48#1 0.1000 2.0000 2.0000
44 N48#2 0.1000 2.0000 2.0000
45 N50#1 0.1000 2.0000 2.0000
46 N50#2 0.1000 2.0000 2.0000
47 N52#1 0.1000 2.0000 2.0000
48 N52#2 0.1000 2.0000 2.0000
49 N63#1 0.1000 2.0000 2.0000
50 N63#2 0.1000 2.0000 2.0000
51 N64#1 0.1000 2.0000 2.0000
52 N64#2 0.1000 2.0000 2.0000
53 N66#1 0.1000 2.0000 2.0000
54 N66#2 0.1000 2.0000 2.0000
############################################################
# Table R3. SUBCATCHMENT DATA #
# Rainfall and Infiltration Database Names #
############################################################
Subcatchment Gage Infiltration Routing Rainfall Infiltration
Number Name No Type Type Database Name Database Name
====== =============== ======= ============ ==================== ==================== ====================
1 N55#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N55#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N56#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N56#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N58#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N58#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N59#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N59#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N61#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N61#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N1#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N1#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N13#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N13#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N25#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N25#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N32#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N32#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N33#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N33#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N63#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N63#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N64#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N64#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N66#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N66#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 54
Total Tributary Area (hectares). 41.10
Impervious Area (hectares)...... 16.19
Pervious Area (hectares)........ 24.91
Total Width (hectares).......... 2634.70
Percent Imperviousness.......... 39.40
###################################################
# S U B C A T C H M E N T D A T A #
# Default, Ratio values for subcatchment data #
# Used with the calibrate node in the runoff. #
# 1 - width 2 - area 3 - impervious % #
# 4 - slope 5 - imp "n" 6 - perv "n" #
# 7 - imp ds 8 - perv ds 9 - 1st infil #
#10 - 2nd infil 11 - 3rd infil #
###################################################
Column 1 2 3 4 5 6 7 8 9 10 11
Default 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ratio 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000
*********************************************************
* Arrangement of Subcatchments and Channel/Pipes *
*********************************************************
Inlet
N55 No Tributary Channel/Pipes
Tributary Subareas........ N55#1 N55#2
N56 No Tributary Channel/Pipes
Tributary Subareas........ N56#1 N56#2
N58 No Tributary Channel/Pipes
Tributary Subareas........ N58#1 N58#2
N59 No Tributary Channel/Pipes
Tributary Subareas........ N59#1 N59#2
N61 No Tributary Channel/Pipes
Tributary Subareas........ N61#1 N61#2
N1 No Tributary Channel/Pipes
Tributary Subareas........ N1#1 N1#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N13 No Tributary Channel/Pipes
Tributary Subareas........ N13#1 N13#2
N25 No Tributary Channel/Pipes
Tributary Subareas........ N25#1 N25#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N32 No Tributary Channel/Pipes
Tributary Subareas........ N32#1 N32#2
N33 No Tributary Channel/Pipes
Tributary Subareas........ N33#1 N33#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N63 No Tributary Channel/Pipes
Tributary Subareas........ N63#1 N63#2
N64 No Tributary Channel/Pipes
Tributary Subareas........ N64#1 N64#2
N66 No Tributary Channel/Pipes
Tributary Subareas........ N66#1 N66#2
***********************************************************
* Hydrographs will be stored for the following 27 INLETS *
***********************************************************
N55 N56 N58 N59 N61 N1
N4 N8 N13 N25 N28 N29
N30 N31 N32 N33 N36 N42
N44 N45 N47 N48 N50 N52
N63 N64 N66
************************************************
* Quality Simulation not included in this run *
************************************************
***************************************************
* Precipitation Interface File Summary *
* Number of precipitation station.... 1 *
***************************************************
Location Station Number
-------- --------------
1. 1
************************************************
* End of time step DO-loop in Runoff *
************************************************
Final Date (Mo/Day/Year) = 1/ 1/1903
Total number of time steps = 360
Final Julian Date = 1903001
Final time of day = 21600. seconds.
Final time of day = 6.00 hours.
Final running time = 6.0000 hours.
Final running time = 0.2500 days.
****************************************************
* Extrapolation Summary for Watersheds *
* Explains the number of time steps and iterations *
* used in the solution of the subcatchments. *
* # Steps ==> Total Number of Extrapolated Steps *
* # Calls ==> Total Number of OVERLND Calls *
****************************************************
Subcatchment # Steps # Calls Subcatchment # Steps # Calls
------------- ------- -------- ------------- ------- --------
N55#1 1719 421 N55#2 1633 391 N56#1 1216 360
N56#2 1632 392 N58#1 1220 360 N58#2 1632 392
N59#1 1236 360 N59#2 1614 386 N61#1 1232 360
N61#2 1631 389 N1#1 1216 360 N1#2 1849 527
N4#1 1168 360 N4#2 2158 622 N8#1 1165 335
N8#2 2344 684 N13#1 1216 360 N13#2 2297 671
N25#1 1220 360 N25#2 1625 391 N28#1 1232 360
N28#2 1572 396 N29#1 1216 360 N29#2 1830 514
N30#1 1216 360 N30#2 2308 720 N31#1 1220 360
N31#2 2335 685 N32#1 1236 360 N32#2 1224 360
N33#1 1236 360 N33#2 1634 390 N36#1 1232 360
N36#2 1631 389 N42#1 1220 360 N42#2 1629 391
N44#1 1224 360 N44#2 1633 391 N45#1 1224 360
N45#2 1624 392 N47#1 640 156 N47#2 1615 393
N48#1 1200 360 N48#2 1589 395 N50#1 1212 360
N50#2 1630 386 N52#1 1236 360 N52#2 1627 389
N63#1 1228 360 N63#2 1634 390 N64#1 1220 360
N64#2 1632 392 N66#1 1216 360 N66#2 1632 392
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 58.1400 mm
Total rainfall read for gage # 1 is 25.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 2.389554E+04 58.140
Total Infiltration 2.237130E+02 0.544
Total Evaporation 4.335163E+00 0.011
Surface Runoff from Watersheds 2.352105E+04 57.229
Total Water remaining in Surface Storage 1.697831E+02 0.413
Infiltration over the Pervious Area... 2.237130E+02 0.898
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 2.391888E+04 58.197
Total Precipitation + Initial Storage. 2.389554E+04 58.140
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............... -0.0977
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 2.352105E+04 57.229
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 2.347802E+04 57.124
Initial Storage + Inflow.................... 2.352105E+04 57.229
Final Storage + Outflow + Diverted GW....... 2.347802E+04 57.124
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.1833
##################################################
# Table R9. Summary Statistics for Subcatchments #
##################################################
Note: Total Runoff Depth includes pervious & impervious area
Pervious and Impervious Runoff Depth is only the runoff from those two areas.
Subcatchment........... N55#1 N55#2 N56#1 N56#2 N58#1 N58#2
Area (hectares)........ 0.60001 0.61001 0.21000 0.21000 0.42001 0.43001
Percent Impervious..... 1.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 57.04223 57.21727 0.00000 57.14726 0.00000 57.17612
Total Losses (mm)...... 0.86417 0.84583 0.00000 0.85591 0.00000 0.85246
Remaining Depth (mm)... 0.23360 0.07689 0.00000 0.13683 0.00000 0.11142
Peak Runoff Rate (cms). 0.28569 0.36141 0.00000 0.11398 0.00000 0.24195
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.28186 58.39820 58.13750 58.29938 58.15245 58.33344
Peak Runoff Rate (cms). 0.00399 0.00041 0.13135 0.00014 0.26666 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.28186 58.39820 58.13750 58.29938 58.15245 58.33344
Peak Runoff Rate (cms). 0.00399 0.00041 0.13135 0.00014 0.26666 0.00029
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) 57.05463 57.21845 58.13750 57.14841 58.15245 57.17728
Peak Runoff Rate (cms). 0.28968 0.36182 0.13135 0.11412 0.26666 0.24224
Unit Runoff (mm/hr).... 175.25936 215.31635 227.05101 197.27063 230.46896 204.49709
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N59#1 N59#2 N61#1 N61#2 N1#1 N1#2
Area (hectares)........ 0.12000 0.13000 0.20000 0.20000 0.23001 2.33005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.29259 0.00000 57.26894 0.00000 57.08896
Total Losses (mm)...... 0.00000 0.82201 0.00000 0.83208 0.00000 0.86110
Remaining Depth (mm)... 0.00000 0.02540 0.00000 0.03898 0.00000 0.18995
Peak Runoff Rate (cms). 0.00000 0.08333 0.00000 0.12564 0.00000 1.06260
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.22498 58.55679 58.20519 58.50908 58.13898 58.35284
Peak Runoff Rate (cms). 0.07932 0.00009 0.13146 0.00014 0.14408 0.15494
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.22498 58.55679 58.20519 58.50908 58.13898 58.35284
Peak Runoff Rate (cms). 0.07932 0.00009 0.13146 0.00014 0.14408 0.15494
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) 58.22498 57.29385 58.20519 57.27018 58.13898 57.21534
Peak Runoff Rate (cms). 0.07932 0.08341 0.13146 0.12578 0.14408 1.21754
Unit Runoff (mm/hr).... 239.93344 232.92058 238.59651 228.28528 227.40394 189.68648
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N4#1 N4#2 N8#1 N8#2 N13#1 N13#2
Area (hectares)........ 0.67001 1.57003 0.06000 0.54001 0.71002 1.33003
Percent Impervious..... 100.00000 30.00000 100.00000 45.00000 100.00000 35.00000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.19925 0.00000 57.23556 0.00000 57.18556
Total Losses (mm)...... 0.00000 0.84905 0.00000 0.84189 0.00000 0.85115
Remaining Depth (mm)... 0.00000 0.09170 0.00000 0.06254 0.00000 0.10329
Peak Runoff Rate (cms). 0.00000 0.63730 0.00000 0.18009 0.00000 0.49274
Total Impervious Area
---------------------
Total Runoff Depth (mm) 57.92944 58.27636 58.24101 58.24549 58.13602 58.25140
Peak Runoff Rate (cms). 0.32814 0.31292 0.03976 0.16112 0.44340 0.30881
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 57.92944 58.27636 58.24101 58.24549 58.13602 58.25140
Peak Runoff Rate (cms). 0.32814 0.31292 0.03976 0.16112 0.44340 0.30881
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) 57.92944 57.52239 58.24101 57.69003 58.13602 57.55860
Peak Runoff Rate (cms). 0.32814 0.95022 0.03976 0.34120 0.44340 0.80156
Unit Runoff (mm/hr).... 177.78505 219.70158 240.55760 229.36540 226.69587 218.77253
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N25#1 N25#2 N28#1 N28#2 N29#1 N29#2
Area (hectares)........ 1.13002 1.13002 0.12000 2.87006 0.25001 2.24005
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 10.00000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.18050 0.00000 56.87196 0.00000 57.13111
Total Losses (mm)...... 0.00000 0.85187 0.00000 0.87125 0.00000 0.85755
Remaining Depth (mm)... 0.00000 0.10763 0.00000 0.39680 0.00000 0.15134
Peak Runoff Rate (cms). 0.00000 0.63933 0.00000 1.17044 0.00000 1.07386
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.15325 58.33934 58.19256 58.16761 58.13013 58.36638
Peak Runoff Rate (cms). 0.71797 0.00076 0.07844 0.00191 0.15513 0.14895
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.15325 58.33934 58.19256 58.16761 58.13013 58.36638
Peak Runoff Rate (cms). 0.71797 0.00076 0.07844 0.00191 0.15513 0.14895
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) 58.15325 57.18166 58.19256 56.87325 58.13013 57.25463
Peak Runoff Rate (cms). 0.71797 0.64010 0.07844 1.17235 0.15513 1.22281
Unit Runoff (mm/hr).... 230.64130 205.62588 237.29587 148.28130 225.25477 198.16307
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N30#1 N30#2 N31#1 N31#2 N32#1 N32#2
Area (hectares)........ 0.40001 3.58008 1.00002 2.72006 0.50001 0.50001
Percent Impervious..... 100.00000 10.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 53.38031 0.00000 57.17054 0.00000 57.28869
Total Losses (mm)...... 0.00000 0.88570 0.00000 0.85319 0.00000 0.82390
Remaining Depth (mm)... 0.00000 3.87399 0.00000 0.11626 0.00000 0.02741
Peak Runoff Rate (cms). 0.00000 0.45757 0.00000 0.98885 0.00000 0.31988
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.13013 58.17938 58.14867 58.24525 58.21295 0.00000
Peak Runoff Rate (cms). 0.24821 0.23225 0.63261 0.63118 0.32949 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.13013 58.17938 58.14867 58.24525 58.21295 0.00000
Peak Runoff Rate (cms). 0.24821 0.23225 0.63261 0.63118 0.32949 0.00933
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) 58.13013 53.86022 58.14867 57.54669 58.21295 57.28869
Peak Runoff Rate (cms). 0.24821 0.68983 0.63261 1.62004 0.32949 0.31988
Unit Runoff (mm/hr).... 225.25477 69.94682 229.63925 216.20532 239.21138 232.23249
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N33#1 N33#2 N36#1 N36#2 N42#1 N42#2
Area (hectares)........ 0.41001 0.41001 0.36001 0.37001 0.67001 0.67001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.24533 0.00000 57.27604 0.00000 57.19154
Total Losses (mm)...... 0.00000 0.83943 0.00000 0.82939 0.00000 0.85027
Remaining Depth (mm)... 0.00000 0.05524 0.00000 0.03457 0.00000 0.09820
Peak Runoff Rate (cms). 0.00000 0.25119 0.00000 0.23399 0.00000 0.38438
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.21307 58.45529 58.20519 58.52495 58.15638 58.35521
Peak Runoff Rate (cms). 0.27019 0.00028 0.23662 0.00025 0.42692 0.00045
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.21307 58.45529 58.20519 58.52495 58.15638 58.35521
Peak Runoff Rate (cms). 0.27019 0.00028 0.23662 0.00025 0.42692 0.00045
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) 58.21307 57.24654 58.20519 57.27729 58.15638 57.19270
Peak Runoff Rate (cms). 0.27019 0.25146 0.23662 0.23424 0.42692 0.38484
Unit Runoff (mm/hr).... 239.21984 222.63959 238.59651 229.80864 231.30295 208.50287
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N44#1 N44#2 N45#1 N45#2 N47#1 N47#2
Area (hectares)........ 0.31001 0.32001 0.13000 0.37001 0.01000 0.44001
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.20804 0.00000 57.13146 0.00000 57.08013
Total Losses (mm)...... 0.00000 0.84755 0.00000 0.85752 0.00000 0.86174
Remaining Depth (mm)... 0.00000 0.08440 0.00000 0.15102 0.00000 0.19813
Peak Runoff Rate (cms). 0.00000 0.18743 0.00000 0.19698 0.00000 0.22049
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.16059 58.38177 58.17006 58.28293 58.36470 58.24161
Peak Runoff Rate (cms). 0.19826 0.00022 0.08378 0.00025 0.00665 0.00029
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.16059 58.38177 58.17006 58.28293 58.36470 58.24161
Peak Runoff Rate (cms). 0.19826 0.00022 0.08378 0.00025 0.00665 0.00029
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) 58.16059 57.20922 58.17006 57.13262 58.36470 57.08130
Peak Runoff Rate (cms). 0.19826 0.18765 0.08378 0.19722 0.00665 0.22079
Unit Runoff (mm/hr).... 232.16300 212.86521 233.95371 193.49471 241.38791 182.15306
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N48#1 N48#2 N50#1 N50#2 N52#1 N52#2
Area (hectares)........ 1.70004 1.69004 1.09002 0.06000 0.17000 0.18000
Percent Impervious..... 100.00000 0.10000 100.00000 0.10000 100.00000 0.10000
Total Rainfall (mm).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 56.92463 0.00000 57.34942 0.00000 57.25495
Total Losses (mm)...... 0.00000 0.86951 0.00000 0.78328 0.00000 0.83670
Remaining Depth (mm)... 0.00000 0.34585 0.00000 0.00730 0.00000 0.04835
Peak Runoff Rate (cms). 0.00000 0.72221 0.00000 0.03936 0.00000 0.11146
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.05148 58.17833 58.11047 58.48887 58.22900 58.47695
Peak Runoff Rate (cms). 0.95951 0.00113 0.66133 0.00004 0.11245 0.00012
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.05148 58.17833 58.11047 58.48887 58.22900 58.47695
Peak Runoff Rate (cms). 0.95951 0.00113 0.66133 0.00004 0.11245 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) 58.05148 56.92589 58.11047 57.35056 58.22900 57.25617
Peak Runoff Rate (cms). 0.95951 0.72334 0.66133 0.03940 0.11245 0.11158
Unit Runoff (mm/hr).... 204.88653 155.37002 220.24319 238.35317 240.12138 225.02851
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).... 58.14000 58.14000 58.14000 58.14000 58.14000 58.14000
Max Intensity (mm/hr).. 239.40000 239.40000 239.40000 239.40000 239.40000 239.40000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 57.24078 0.00000 57.17380 0.00000 57.15153
Total Losses (mm)...... 0.00000 0.84061 0.00000 0.85277 0.00000 0.85545
Remaining Depth (mm)... 0.00000 0.05860 0.00000 0.11343 0.00000 0.13302
Peak Runoff Rate (cms). 0.00000 0.26207 0.00000 0.42078 0.00000 0.64931
Total Impervious Area
---------------------
Total Runoff Depth (mm) 58.18617 58.44536 58.14154 58.33040 58.13454 58.30393
Peak Runoff Rate (cms). 0.27361 0.00029 0.46481 0.00051 0.74822 0.00080
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 58.18617 58.44536 58.14154 58.33040 58.13454 58.30393
Peak Runoff Rate (cms). 0.27361 0.00029 0.46481 0.00051 0.74822 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) 58.18617 57.24199 58.14154 57.17496 58.13454 57.15268
Peak Runoff Rate (cms). 0.27361 0.26236 0.46481 0.42128 0.74822 0.65012
Unit Runoff (mm/hr).... 236.48333 221.48183 228.00816 203.90235 226.33861 198.31438
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 = # # =
| # # |
| ################# # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
| # # |
150.000 = # # =
| # # |
| # # |
RAINFALL | # # |
| # # |
IN ################## # |
# # |
MM/HR # # |
# # |
# # |
100.000 # # =
# # |
# # |
# # |
# # |
# ################## |
# ################# |
# # |
# # |
# # |
50.000 # # =
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
# # |
0.000 #=========|=========|=========|=========|=========|=========|=========|=========|==#======|=========|
0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5
LOCATION NO. : 1 TIME IN HOURS
RAINFALL HYETOGRAPH
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: FLOW SUM
RANGE AND SCALE ARE ZERO ON PLOT ATTEMPT FOR LOCATION: INFILTRA
===> Runoff simulation ended normally.
#######################################################
# Entry made to the HYDRAULIC Layer(Block) of SWMM #
# Last Updated October,2000 by XP Software #
CHURCH STREET, POMONA
EXISTING CASE - 100 YEAR - 6 HOUR
*===========================================================*
| HYDRAULICS TABLES IN THE OUTPUT FILE |
| These are the more important tables in the output file. |
| You can use your editor to find the table numbers, |
| for example: search for Table E20 to check continuity. |
| This output file can be imported into a Word Processor |
| and printed on US letter or A4 paper using portrait |
| mode, courier font, a size of 8 pt. and margins of 0.75 |
| |
| Table E1 - Basic Conduit Data |
| Table E2 - Conduit Factor Data |
| Table E3a - Junction Data |
| Table E3b - Junction Data |
| Table E4 - Conduit Connectivity Data |
| Table E4a - Dry Weather Flow Data |
| Table E4b - Real Time Control Data |
| Table E5 - Junction Time Step Limitation Summary |
| Table E5a - Conduit Explicit Condition Summary |
| Table E6 - Final Model Condition |
| Table E7 - Iteration Summary |
| Table E8 - Junction Time Step Limitation Summary |
| Table E9 - Junction Summary Statistics |
| Table E10 - Conduit Summary Statistics |
| Table E11 - Area assumptions used in the analysis |
| Table E12 - Mean conduit information |
| Table E13 - Channel losses(H) and culvert info |
| Table E13a - Culvert Analysis Classification |
| Table E14 - Natural Channel Overbank Flow Information |
| Table E14a - Natural Channel Encroachment Information |
| Table E14b - Floodplain Mapping |
| Table E15 - Spreadsheet Info List |
| Table E15a - Spreadsheet Reach List |
| Table E16 - New Conduit Output Section |
| Table E17 - Pump Operation |
| Table E18 - Junction Continuity Error |
| Table E19 - Junction Inflow Sources |
| Table E20 - Junction Flooding and Volume List |
| Table E21 - Continuity balance at simulation end |
| Table E22 - Model Judgement Section |
*==========================================================*
Time Control from Hydraulics Job Control
Year......... 1903 Month....... 1
Day.......... 1 Hour........ 0
Minute....... 0 Second...... 0
Control information for simulation
----------------------------------
Integration cycles................. 4320
Length of integration step is...... 5.00 seconds
Simulation length.................. 6.00 hours
Do not create equiv. pipes(NEQUAL). 0
Use metric units for I/O........... 1
Printing starts in cycle........... 1
Intermediate printout intervals of. 9999 cycles
Intermediate printout intervals of. 833.25 minutes
Summary printout intervals of...... 9999 cycles
Summary printout time interval of.. 833.25 minutes
Hot start file parameter (REDO).... 0
Initial time....................... 0.00 hours
Iteration variables: Flow Tolerance. 0.00010
Head Tolerance. 0.00010
Minimum depth (m or ft)......... 0.00001
Underrelaxation parameter....... 0.75000
Time weighting parameter........ 0.65000
Conduit roughness factor........ 1.00000
Flow adjustment factor.......... 1.00000
Initial Condition Smoothing..... 10
Courant Time Step Factor........ 1.00000
Default Expansion/Contraction K. 0.20000
Default Entrance/Exit K......... 0.00000
Routing Method.................. Dynamic Wave
Default surface area of junctions... 1.00 square meters.
Minimum Junction/Conduit Depth...... 0.00001 meter.
Ponding Area Coefficient............ 5000.00
Ponding Area Exponent............... 1.0000
Minimum Orifice Length.............. 1.00 meters.
NJSW input hydrograph junctions..... 0
or user defined hydrographs....
*==========================================================*
| Flap Gate Conduit Information |
| ----------------------------- |
| Positive Flap Gate - Flow only allowed from the upstream |
| to the downstream junction |
| Negative Flap Gate - Flow only allowed from the |
| downstream to the upstream junction |
*==========================================================*
Conduit Type of Flap Gate
------- -----------------
L1 Positive Flap Gate
L2 Positive Flap Gate
L3 Positive Flap Gate
L4 Positive Flap Gate
L5 Positive Flap Gate
L6 Positive Flap Gate
L7 Positive Flap Gate
L8 Positive Flap Gate
L9 Positive Flap Gate
L10 Positive Flap Gate
L11 Positive Flap Gate
L12 Positive Flap Gate
L13 Positive Flap Gate
L14 Positive Flap Gate
L15 Positive Flap Gate
L24 Positive Flap Gate
L28 Positive Flap Gate
L29 Positive Flap Gate
L30 Positive Flap Gate
L31 Positive Flap Gate
L32 Positive Flap Gate
L33 Positive Flap Gate
L34 Positive Flap Gate
L35 Positive Flap Gate
L38 Positive Flap Gate
L39 Negative Flap Gate
L41 Positive Flap Gate
4243 Positive Flap Gate
4344 Positive Flap Gate
6869 Positive Flap Gate
Natural Cross-Section information for Channel L1
=====================================================
Cross-Section ID (from X1 card) : 1.0 Channel sequence number : 1
Left Overbank Length : 10.5 meters. Maximum Elevation : 104.42 meters.
Main Channel Length : 10.5 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 10.5 meters. Maximum Section Area : 12.79 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 10.0 Max Topwidth : 15.57 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.62E+01 m
" " : 0.150 Beyond Station 12.5 Max left bank area : 5.58 m^2
Max right bank area : 2.94 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 4.28 m^2
Natural Cross-Section information for Channel L2
=====================================================
Cross-Section ID (from X1 card) : 2.0 Channel sequence number : 2
Left Overbank Length : 11.0 meters. Maximum Elevation : 102.96 meters.
Main Channel Length : 11.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 11.0 meters. Maximum Section Area : 14.76 m^2.
Maximum hydraulic radius : 0.88 meters.
Manning N : 0.150 to Station 1.5 Max Topwidth : 16.14 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.68E+01 m
" " : 0.150 Beyond Station 6.5 Max left bank area : 0.69 m^2
Max right bank area : 6.28 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 7.79 m^2
Natural Cross-Section information for Channel L3
=====================================================
Cross-Section ID (from X1 card) : 3.0 Channel sequence number : 3
Left Overbank Length : 16.0 meters. Maximum Elevation : 102.00 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 15.55 m^2.
Maximum hydraulic radius : 0.79 meters.
Manning N : 0.150 to Station 4.8 Max Topwidth : 19.30 meters.
" " : 0.150 in Main Channel Maximum Wetted Perimeter : 1.98E+01 m
" " : 0.150 Beyond Station 10.7 Max left bank area : 2.40 m^2
Max right bank area : 4.30 m^2
Allowable Encroachment Depth : 0.00 m Max center channel area : 8.85 m^2
Natural Cross-Section information for Channel L4
=====================================================
Cross-Section ID (from X1 card) : 4.0 Channel sequence number : 4
Left Overbank Length : 16.0 meters. Maximum Elevation : 101.29 meters.
Main Channel Length : 16.0 meters. Maximum depth : 2.00 meters.
Right Overbank Length : 16.0 meters. Maximum Section Area : 13.97 m^2.
Maximum hydraulic radius : 0.97 meters.
Manning See the original
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