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m100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:40.
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\eagill\mitigate.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\Eagle\Flows.int
Input File to Layer # 2 C:\XPS\Eagle\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=5.0 5.0000 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).... 76
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)........ 92
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 92
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..................... 649
Number of Extran printout locations (NPO)........... 0
Number of Tide elements in Extran (NTE)............. 1
Number of Natural channels (NNC).................... 52
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) 13
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 76
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)............ 92
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 |
*==========================================================*
EAGLE DRIVE
MITIGATED 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...... 9.0 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.. 18
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 130.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# 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 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
2 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
3 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
6 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
7 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
14 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
15 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
16 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
17 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
18 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
20 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
21 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
22 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
23 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
24 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
26 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
27 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
28 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
29 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
32 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
33 N40#1 N40 15.000 .45000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
34 N40#2 N40 8.0000 .29000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
35 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
36 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
37 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
38 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
39 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
40 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
41 N50B#1 N50B 25.000 .10400 100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N50B#2 N50B 25.000 .84000E-01 20.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
44 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
45 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
46 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
47 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
50 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
51 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
60 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
62 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
64 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
65 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
66 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
67 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
68 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
69 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
74 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
75 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
76 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 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 N37#1 0.0010 2.0000 2.0000
2 N37#2 0.0010 2.0000 2.0000
3 N31#1 0.0010 2.0000 2.0000
4 N31#2 0.0010 2.0000 2.0000
5 N28#1 0.0010 2.0000 2.0000
6 N28#2 0.0010 2.0000 2.0000
7 N27#1 0.0010 2.0000 2.0000
8 N27#2 0.0010 2.0000 2.0000
9 N35#1 0.0010 2.0000 2.0000
10 N35#2 0.0010 2.0000 2.0000
11 N21#1 0.0010 2.0000 2.0000
12 N21#2 0.0010 2.0000 2.0000
13 N20#1 0.0010 2.0000 2.0000
14 N20#2 0.0010 2.0000 2.0000
15 N19#1 0.0010 2.0000 2.0000
16 N19#2 0.0010 2.0000 2.0000
17 N18#1 0.0010 2.0000 2.0000
18 N18#2 0.0010 2.0000 2.0000
19 N17#1 0.0010 2.0000 2.0000
20 N17#2 0.0010 2.0000 2.0000
21 N54#1 0.0010 2.0000 2.0000
22 N54#2 0.0010 2.0000 2.0000
23 N53#1 0.0010 2.0000 2.0000
24 N53#2 0.0010 2.0000 2.0000
25 N52#1 0.0010 2.0000 2.0000
26 N52#2 0.0010 2.0000 2.0000
27 N44#1 0.0010 2.0000 2.0000
28 N44#2 0.0010 2.0000 2.0000
29 N43#1 0.0010 2.0000 2.0000
30 N43#2 0.0010 2.0000 2.0000
31 N42#1 0.0010 2.0000 2.0000
32 N42#2 0.0010 2.0000 2.0000
33 N40#1 0.0010 2.0000 2.0000
34 N40#2 0.0010 2.0000 2.0000
35 N39#1 0.0010 2.0000 2.0000
36 N39#2 0.0010 2.0000 2.0000
37 N38#1 0.0010 2.0000 2.0000
38 N38#2 0.0010 2.0000 2.0000
39 N51B#1 0.0010 2.0000 2.0000
40 N51B#2 0.0010 2.0000 2.0000
41 N50B#1 0.0010 2.0000 2.0000
42 N50B#2 0.0010 2.0000 2.0000
43 N47#1 0.0010 2.0000 2.0000
44 N47#2 0.0010 2.0000 2.0000
45 N45#1 0.0010 2.0000 2.0000
46 N45#2 0.0010 2.0000 2.0000
47 N10#1 0.0010 2.0000 2.0000
48 N10#2 0.0010 2.0000 2.0000
49 N8#1 0.0010 2.0000 2.0000
50 N8#2 0.0010 2.0000 2.0000
51 N7#1 0.0010 2.0000 2.0000
52 N7#2 0.0010 2.0000 2.0000
53 N6#1 0.0010 2.0000 2.0000
54 N6#2 0.0010 2.0000 2.0000
55 N5#1 0.0010 2.0000 2.0000
56 N5#2 0.0010 2.0000 2.0000
57 N4#1 0.0010 2.0000 2.0000
58 N4#2 0.0010 2.0000 2.0000
59 N11#1 0.0010 2.0000 2.0000
60 N11#2 0.0010 2.0000 2.0000
61 N2#1 0.0010 2.0000 2.0000
62 N2#2 0.0010 2.0000 2.0000
63 N49B#1 0.0010 2.0000 2.0000
64 N49B#2 0.0010 2.0000 2.0000
65 N23#1 0.0010 2.0000 2.0000
66 N23#2 0.0010 2.0000 2.0000
67 N22#1 0.0010 2.0000 2.0000
68 N22#2 0.0010 2.0000 2.0000
69 N26#1 0.0010 2.0000 2.0000
70 N26#2 0.0010 2.0000 2.0000
71 N29#1 0.0010 2.0000 2.0000
72 N29#2 0.0010 2.0000 2.0000
73 N30#1 0.0010 2.0000 2.0000
74 N30#2 0.0010 2.0000 2.0000
75 N36#1 0.0010 2.0000 2.0000
76 N36#2 0.0010 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 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N43#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 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N50B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N50B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 76
Total Tributary Area (hectares). 13.49
Impervious Area (hectares)...... 6.53
Pervious Area (hectares)........ 6.96
Total Width (hectares).......... 2033.70
Percent Imperviousness.......... 48.39
###################################################
# 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
N37 No Tributary Channel/Pipes
Tributary Subareas........ N37#1 N37#2
N31 No Tributary Channel/Pipes
Tributary Subareas........ N31#1 N31#2
N28 No Tributary Channel/Pipes
Tributary Subareas........ N28#1 N28#2
N27 No Tributary Channel/Pipes
Tributary Subareas........ N27#1 N27#2
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N44 No Tributary Channel/Pipes
Tributary Subareas........ N44#1 N44#2
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N40 No Tributary Channel/Pipes
Tributary Subareas........ N40#1 N40#2
N39 No Tributary Channel/Pipes
Tributary Subareas........ N39#1 N39#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#2
N51B No Tributary Channel/Pipes
Tributary Subareas........ N51B#1 N51B#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N10 No Tributary Channel/Pipes
Tributary Subareas........ N10#1 N10#2
N8 No Tributary Channel/Pipes
Tributary Subareas........ N8#1 N8#2
N7 No Tributary Channel/Pipes
Tributary Subareas........ N7#1 N7#2
N6 No Tributary Channel/Pipes
Tributary Subareas........ N6#1 N6#2
N5 No Tributary Channel/Pipes
Tributary Subareas........ N5#1 N5#2
N4 No Tributary Channel/Pipes
Tributary Subareas........ N4#1 N4#2
N11 No Tributary Channel/Pipes
Tributary Subareas........ N11#1 N11#2
N2 No Tributary Channel/Pipes
Tributary Subareas........ N2#1 N2#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N26 No Tributary Channel/Pipes
Tributary Subareas........ N26#1 N26#2
N29 No Tributary Channel/Pipes
Tributary Subareas........ N29#1 N29#2
N30 No Tributary Channel/Pipes
Tributary Subareas........ N30#1 N30#2
N36 No Tributary Channel/Pipes
Tributary Subareas........ N36#1 N36#2
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N37 N31 N28 N27 N35 N21
N20 N19 N18 N17 N54 N53
N52 N44 N43 N42 N40 N39
N38 N51B N50B N47 N45 N10
N8 N7 N6 N5 N4 N11
N2 N49B N23 N22 N26 N29
N30 N36
************************************************
* 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 = 540
Final Julian Date = 1903001
Final time of day = 32400. seconds.
Final time of day = 9.00 hours.
Final running time = 9.0000 hours.
Final running time = 0.3750 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
------------- ------- -------- ------------- ------- --------
N37#1 2020 540 N37#2 4048 1080 N31#1 2020 540
N31#2 4048 1080 N28#1 2020 540 N28#2 4048 1080
N27#1 2012 540 N27#2 4008 1080 N35#1 2036 540
N35#2 2036 540 N21#1 2008 540 N21#2 4040 1080
N20#1 1980 540 N20#2 1800 540 N19#1 2024 540
N19#2 3992 1080 N18#1 2004 540 N18#2 4016 1080
N17#1 2028 540 N17#2 4120 1080 N54#1 2040 540
N54#2 1996 540 N53#1 1768 540 N53#2 2004 540
N52#1 2036 540 N52#2 4056 1080 N44#1 2028 540
N44#2 4212 1080 N43#1 2008 540 N43#2 2004 540
N42#1 2032 540 N42#2 4628 1080 N40#1 2028 540
N40#2 4180 1080 N39#1 2028 540 N39#2 4048 1080
N38#1 1980 540 N38#2 4024 1080 N51B#1 2036 540
N51B#2 4056 1080 N50B#1 2028 540 N50B#2 4188 1080
N47#1 2044 540 N47#2 4016 1080 N45#1 2044 540
N45#2 4024 1080 N10#1 2016 540 N10#2 1992 540
N8#1 2016 540 N8#2 1988 540 N7#1 2016 540
N7#2 1988 540 N6#1 1996 540 N6#2 1944 540
N5#1 2016 540 N5#2 1992 540 N4#1 2012 540
N4#2 1988 540 N11#1 1944 540 N11#2 4024 1080
N2#1 2008 540 N2#2 4024 1080 N49B#1 2040 540
N49B#2 4060 1080 N23#1 2016 540 N23#2 4060 1080
N22#1 2012 540 N22#2 2004 540 N26#1 2008 540
N26#2 1980 540 N29#1 2024 540 N29#2 4016 1080
N30#1 2028 540 N30#2 4056 1080 N36#1 2020 540
N36#2 4044 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 130.0000 mm
Total rainfall read for gage # 1 is 90.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.753180E+04 130.000
Total Infiltration 2.065650E+02 1.532
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.733069E+04 128.509
Total Water remaining in Surface Storage 3.863865E+00 0.029
Infiltration over the Pervious Area... 2.065650E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.754111E+04 130.069
Total Precipitation + Initial Storage. 1.753180E+04 130.000
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............... -0.0531
****************************************************
* Table R6. Continuity Check for Channel/Pipes *
* You should have zero continuity error *
* if you are not using runoff hydraulics *
****************************************************
Millimeters over
cubic meters Total Basin
Initial Channel/Pipe Storage................ 0.000000E+00 0.000
Final Channel/Pipe Storage.................. 0.000000E+00 0.000
Surface Runoff from Watersheds.............. 1.733069E+04 128.509
Groundwater Subsurface Inflow or Diversion.. 0.000000E+00 0.000
Evaporation Loss from Channels.............. 0.000000E+00 0.000
Groundwater Flow Diverted Out of Network.... 0.000000E+00 0.000
Channel/Pipe/Inlet Outflow.................. 1.732021E+04 128.431
Initial Storage + Inflow.................... 1.733069E+04 128.509
Final Storage + Outflow + Diverted GW....... 1.732021E+04 128.431
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0605
##################################################
# 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........... N37#1 N37#2 N31#1 N31#2 N28#1 N28#2
Area (hectares)........ 0.09000 0.13000 0.13200 0.19700 0.15200 0.22700
Percent Impervious..... 100.00000 30.00000 100.00000 30.00000 100.00000 25.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.08011 0.00000 127.08298 0.00000 127.07923
Total Losses (mm)...... 0.00000 2.90468 0.00000 2.90282 0.00000 2.90524
Remaining Depth (mm)... 0.00000 0.01521 0.00000 0.01420 0.00000 0.01553
Peak Runoff Rate (cms). 0.00000 0.05379 0.00000 0.08184 0.00000 0.10050
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.07835 130.15504 130.07831 130.15825 130.07885 130.17114
Peak Runoff Rate (cms). 0.05568 0.02481 0.08166 0.03761 0.09408 0.03613
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.07835 130.15504 130.07831 130.15825 130.07885 130.17114
Peak Runoff Rate (cms). 0.05568 0.02481 0.08166 0.03761 0.09408 0.03613
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) 130.07835 128.00259 130.07831 128.00556 130.07885 127.85221
Peak Runoff Rate (cms). 0.05568 0.07860 0.08166 0.11945 0.09408 0.13664
Unit Runoff (mm/hr).... 224.57799 219.48428 224.56886 220.11413 224.67845 218.50176
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........... N27#1 N27#2 N35#1 N35#2 N21#1 N21#2
Area (hectares)........ 0.20900 0.46501 0.05000 0.02100 0.00100 0.33001
Percent Impervious..... 100.00000 35.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.03336 0.00000 127.17798 0.00000 127.09315
Total Losses (mm)...... 0.00000 2.92628 0.00000 2.82044 0.00000 2.89576
Remaining Depth (mm)... 0.00000 0.04036 0.00000 0.00159 0.00000 0.01109
Peak Runoff Rate (cms). 0.00000 0.16636 0.00000 0.01323 0.00000 0.08933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.05504 130.09521 130.14179 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.12597 0.10195 0.03178 0.00000 0.00060 0.11393
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.05504 130.09521 130.14179 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.12597 0.10195 0.03178 0.00090 0.00060 0.11393
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) 130.05504 128.10501 130.14179 127.17798 130.04722 128.74625
Peak Runoff Rate (cms). 0.12597 0.26831 0.03178 0.01323 0.00060 0.20326
Unit Runoff (mm/hr).... 218.78846 209.45794 230.69722 228.76684 216.43892 223.59182
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........... N20#1 N20#2 N19#1 N19#2 N18#1 N18#2
Area (hectares)........ 0.72902 0.31301 0.12400 0.70702 0.09000 0.43001
Percent Impervious..... 100.00000 0.00000 100.00000 35.00000 100.00000 10.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 126.88640 0.00000 127.00660 0.00000 127.00788
Total Losses (mm)...... 0.00000 2.94494 0.00000 2.93290 0.00000 2.93264
Remaining Depth (mm)... 0.00000 0.16866 0.00000 0.06050 0.00000 0.05947
Peak Runoff Rate (cms). 0.00000 0.14844 0.00000 0.24402 0.00000 0.20582
Total Impervious Area
---------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.00000 0.07771 0.15305 0.05308 0.02739
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.01125 0.07771 0.15305 0.05308 0.02739
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) 129.98604 126.88640 130.09582 128.08161 130.03981 127.32541
Peak Runoff Rate (cms). 0.39732 0.14844 0.07771 0.39707 0.05308 0.23321
Unit Runoff (mm/hr).... 197.84345 172.14846 227.48163 203.87060 214.09498 196.87183
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........... N17#1 N17#2 N54#1 N54#2 N53#1 N53#2
Area (hectares)........ 0.02700 0.11000 0.00100 0.21200 0.00100 0.23301
Percent Impervious..... 100.00000 10.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.05157 0.00000 127.05908 0.00000 127.07231
Total Losses (mm)...... 0.00000 2.91971 0.00000 2.91636 0.00000 2.90941
Remaining Depth (mm)... 0.00000 0.02872 0.00000 0.02456 0.00000 0.01827
Peak Runoff Rate (cms). 0.00000 0.05601 0.00000 0.12135 0.00000 0.13614
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.16054 0.00000 129.83362 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.00064 0.00000 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.16054 0.00000 129.83362 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.00064 0.00002 0.00047 0.00001
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) 130.10164 127.36712 130.16054 127.05908 129.83362 127.07231
Peak Runoff Rate (cms). 0.01697 0.06301 0.00064 0.12135 0.00047 0.13614
Unit Runoff (mm/hr).... 228.19345 207.94322 231.04109 207.78292 171.89361 212.09386
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........... N52#1 N52#2 N44#1 N44#2 N43#1 N43#2
Area (hectares)........ 0.02800 0.05600 0.12200 0.15600 0.00100 0.20800
Percent Impervious..... 100.00000 25.00000 100.00000 11.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.09144 0.00000 127.07423 0.00000 127.07387
Total Losses (mm)...... 0.00000 2.89700 0.00000 2.90829 0.00000 2.90850
Remaining Depth (mm)... 0.00000 0.01156 0.00000 0.01748 0.00000 0.01762
Peak Runoff Rate (cms). 0.00000 0.02521 0.00000 0.08136 0.00000 0.12182
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.13732 130.18392 130.10022 130.21101 130.04722 0.00000
Peak Runoff Rate (cms). 0.01778 0.00892 0.07664 0.01093 0.00060 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.13732 130.18392 130.10022 130.21101 130.04722 0.00000
Peak Runoff Rate (cms). 0.01778 0.00892 0.07664 0.01093 0.00060 0.00002
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) 130.13732 127.86456 130.10022 127.41928 130.04722 127.07387
Peak Runoff Rate (cms). 0.01778 0.03413 0.07664 0.09229 0.00060 0.12182
Unit Runoff (mm/hr).... 230.56465 221.22679 228.02998 214.74830 216.43892 212.59509
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 N40#1 N40#2 N39#1 N39#2
Area (hectares)........ 0.10000 0.09000 0.04500 0.02900 0.05800 0.08600
Percent Impervious..... 100.00000 10.00000 100.00000 15.00000 100.00000 26.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.10717 0.00000 127.08920 0.00000 127.08209
Total Losses (mm)...... 0.00000 2.88496 0.00000 2.89858 0.00000 2.90340
Remaining Depth (mm)... 0.00000 0.00788 0.00000 0.01221 0.00000 0.01450
Peak Runoff Rate (cms). 0.00000 0.04949 0.00000 0.01475 0.00000 0.03772
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.11317 130.19760 130.10929 130.20953 130.10083 130.17072
Peak Runoff Rate (cms). 0.06316 0.00573 0.02838 0.00277 0.03645 0.01424
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.11317 130.19760 130.10929 130.20953 130.10083 130.17072
Peak Runoff Rate (cms). 0.06316 0.00573 0.02838 0.00277 0.03645 0.01424
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) 130.11317 127.41621 130.10929 127.55725 130.10083 127.88514
Peak Runoff Rate (cms). 0.06316 0.05523 0.02838 0.01753 0.03645 0.05196
Unit Runoff (mm/hr).... 229.28645 222.74954 228.96172 219.36854 228.10157 219.32256
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........... N38#1 N38#2 N51B#1 N51B#2 N50B#1 N50B#2
Area (hectares)........ 0.09800 0.15500 0.05100 0.10100 0.10400 0.08400
Percent Impervious..... 100.00000 26.00000 100.00000 25.00000 100.00000 20.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04083 0.00000 127.09745 0.00000 127.10979
Total Losses (mm)...... 0.00000 2.92383 0.00000 2.89257 0.00000 2.88282
Remaining Depth (mm)... 0.00000 0.03534 0.00000 0.00998 0.00000 0.00739
Peak Runoff Rate (cms). 0.00000 0.06383 0.00000 0.04581 0.00000 0.04116
Total Impervious Area
---------------------
Total Runoff Depth (mm) 129.98684 130.12931 130.14349 130.18985 130.10123 130.20933
Peak Runoff Rate (cms). 0.05347 0.02556 0.03242 0.01608 0.06536 0.01070
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 129.98684 130.12931 130.14349 130.18985 130.10123 130.20933
Peak Runoff Rate (cms). 0.05347 0.02556 0.03242 0.01608 0.06536 0.01070
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) 129.98684 127.84383 130.14349 127.87055 130.10123 127.72970
Peak Runoff Rate (cms). 0.05347 0.08939 0.03242 0.06189 0.06536 0.05187
Unit Runoff (mm/hr).... 198.05122 209.35405 230.74158 222.43415 228.14700 224.13431
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 N45#1 N45#2 N10#1 N10#2
Area (hectares)........ 0.03600 0.33001 0.03300 0.30401 0.23001 0.11000
Percent Impervious..... 100.00000 18.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01949 0.00000 127.02921 0.00000 127.05202
Total Losses (mm)...... 0.00000 2.93008 0.00000 2.92751 0.00000 2.91952
Remaining Depth (mm)... 0.00000 0.05043 0.00000 0.04328 0.00000 0.02846
Peak Runoff Rate (cms). 0.00000 0.14609 0.00000 0.13639 0.00000 0.06227
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.18565 130.15223 130.07222 0.00000
Peak Runoff Rate (cms). 0.02293 0.03776 0.02102 0.03481 0.14146 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.18565 130.15223 130.07222 0.00000
Peak Runoff Rate (cms). 0.02293 0.03776 0.02102 0.03481 0.14146 0.00401
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) 130.17886 127.58209 130.18565 127.59136 130.07222 127.05202
Peak Runoff Rate (cms). 0.02293 0.18385 0.02102 0.17120 0.14146 0.06227
Unit Runoff (mm/hr).... 231.17602 202.23967 231.19927 204.42971 223.26352 205.50022
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........... N8#1 N8#2 N7#1 N7#2 N6#1 N6#2
Area (hectares)........ 0.22000 0.10000 0.21000 0.09800 0.68701 0.29501
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04012 0.00000 127.04141 0.00000 126.97952
Total Losses (mm)...... 0.00000 2.92408 0.00000 2.92363 0.00000 2.93730
Remaining Depth (mm)... 0.00000 0.03580 0.00000 0.03496 0.00000 0.08318
Peak Runoff Rate (cms). 0.00000 0.05559 0.00000 0.05458 0.00000 0.15186
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06451 0.00000 130.06227 0.00000 130.02381 0.00000
Peak Runoff Rate (cms). 0.13418 0.00000 0.12774 0.00000 0.39538 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06451 0.00000 130.06227 0.00000 130.02381 0.00000
Peak Runoff Rate (cms). 0.13418 0.00380 0.12774 0.00362 0.39538 0.01120
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) 130.06451 127.04012 130.06227 127.04141 130.02381 126.97952
Peak Runoff Rate (cms). 0.13418 0.05559 0.12774 0.05458 0.39538 0.15186
Unit Runoff (mm/hr).... 221.39163 201.79573 220.80467 202.18559 208.91269 186.86856
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........... N5#1 N5#2 N4#1 N4#2 N11#1 N11#2
Area (hectares)........ 0.22500 0.10300 0.45401 0.19400 0.00100 0.80202
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 8.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04819 0.00000 127.03965 0.00000 127.01298
Total Losses (mm)...... 0.00000 2.92109 0.00000 2.92424 0.00000 2.93158
Remaining Depth (mm)... 0.00000 0.03072 0.00000 0.03611 0.00000 0.05544
Peak Runoff Rate (cms). 0.00000 0.05796 0.00000 0.10777 0.00000 0.39495
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06857 0.00000 130.06167 0.00000 129.94585 130.19957
Peak Runoff Rate (cms). 0.13785 0.00000 0.27595 0.00000 0.00052 0.04087
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06857 0.00000 130.06167 0.00000 129.94585 130.19957
Peak Runoff Rate (cms). 0.13785 0.00390 0.27595 0.00781 0.00052 0.04087
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) 130.06857 127.04819 130.06167 127.03965 129.94585 127.26791
Peak Runoff Rate (cms). 0.13785 0.05796 0.27595 0.10777 0.00052 0.43582
Unit Runoff (mm/hr).... 222.40678 204.28311 220.64253 201.65230 188.82768 197.26127
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........... N2#1 N2#2 N49B#1 N49B#2 N23#1 N23#2
Area (hectares)........ 0.00100 0.33001 0.05300 0.10500 0.00100 0.59101
Percent Impervious..... 100.00000 10.00000 100.00000 25.00000 100.00000 55.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01930 0.00000 127.10381 0.00000 127.12635
Total Losses (mm)...... 0.00000 2.93012 0.00000 2.88764 0.00000 2.86867
Remaining Depth (mm)... 0.00000 0.05057 0.00000 0.00855 0.00000 0.00498
Peak Runoff Rate (cms). 0.00000 0.16030 0.00000 0.04796 0.00000 0.16499
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.04722 130.18973 130.15079 130.19569 130.06281 130.13473
Peak Runoff Rate (cms). 0.00060 0.02102 0.03371 0.01672 0.00061 0.20638
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.04722 130.18973 130.15079 130.19569 130.06281 130.13473
Peak Runoff Rate (cms). 0.00060 0.02102 0.03371 0.01672 0.00061 0.20638
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) 130.04722 127.33635 130.15079 127.87678 130.06281 128.78096
Peak Runoff Rate (cms). 0.00060 0.18132 0.03371 0.06468 0.00061 0.37137
Unit Runoff (mm/hr).... 216.43892 199.45391 230.89840 223.59721 220.94779 228.10224
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 See the original
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