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mitcc.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 09:57.
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.. 12
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 123.0000 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 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
2 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
4 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N52#1 N52 10.000 .28000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
6 N52#2 N52 10.000 .56000E-01 25.00 4.000 0.020 0.045 0.000 0.000 0.00
7 N44#1 N44 50.000 .12200 100.00 1.000 0.020 0.045 0.000 0.000 0.00
8 N44#2 N44 50.000 .15600 11.00 1.000 0.020 0.045 0.000 0.000 0.00
9 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
10 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N42#1 N42 50.000 .10000 100.00 1.000 0.020 0.045 0.000 0.000 0.00
12 N42#2 N42 50.000 .90000E-01 10.00 1.000 0.020 0.045 0.000 0.000 0.00
13 N40#1 N40 15.000 .45000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
14 N40#2 N40 8.0000 .29000E-01 15.00 2.000 0.020 0.045 0.000 0.000 0.00
15 N39#1 N39 12.000 .58000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
16 N39#2 N39 13.000 .86000E-01 26.00 4.000 0.020 0.045 0.000 0.000 0.00
17 N38#1 N38 8.0000 .98000E-01100.00 0.900 0.020 0.045 0.000 0.000 0.00
18 N38#2 N38 27.000 .15500 26.00 0.900 0.020 0.045 0.000 0.000 0.00
19 N51B#1 N51B 23.000 .51000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
20 N51B#2 N51B 23.000 .10100 25.00 3.000 0.020 0.045 0.000 0.000 0.00
21 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
22 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
23 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
24 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
25 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
26 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
27 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
30 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
31 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
32 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
33 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
34 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
35 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
36 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
37 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
38 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
39 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
40 N35#2 N35 22.000 .21000E-01 0.00 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 N49B#1 N49B 23.000 .53000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
46 N49B#2 N49B 23.000 .10500 25.00 4.000 0.020 0.045 0.000 0.000 0.00
47 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
48 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
49 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
50 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
51 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
52 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
53 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
54 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
55 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
56 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
57 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
58 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
59 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
60 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
61 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
62 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
63 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
64 N2#2 N2 30.000 .33000 10.00 3.000 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 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
70 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
71 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
72 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
73 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
74 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
75 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
76 N17#2 N17 18.000 .11000 10.00 2.000 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 N54#1 0.0010 2.0000 2.0000
2 N54#2 0.0010 2.0000 2.0000
3 N53#1 0.0010 2.0000 2.0000
4 N53#2 0.0010 2.0000 2.0000
5 N52#1 0.0010 2.0000 2.0000
6 N52#2 0.0010 2.0000 2.0000
7 N44#1 0.0010 2.0000 2.0000
8 N44#2 0.0010 2.0000 2.0000
9 N43#1 0.0010 2.0000 2.0000
10 N43#2 0.0010 2.0000 2.0000
11 N42#1 0.0010 2.0000 2.0000
12 N42#2 0.0010 2.0000 2.0000
13 N40#1 0.0010 2.0000 2.0000
14 N40#2 0.0010 2.0000 2.0000
15 N39#1 0.0010 2.0000 2.0000
16 N39#2 0.0010 2.0000 2.0000
17 N38#1 0.0010 2.0000 2.0000
18 N38#2 0.0010 2.0000 2.0000
19 N51B#1 0.0010 2.0000 2.0000
20 N51B#2 0.0010 2.0000 2.0000
21 N21#1 0.0010 2.0000 2.0000
22 N21#2 0.0010 2.0000 2.0000
23 N37#1 0.0010 2.0000 2.0000
24 N37#2 0.0010 2.0000 2.0000
25 N31#1 0.0010 2.0000 2.0000
26 N31#2 0.0010 2.0000 2.0000
27 N28#1 0.0010 2.0000 2.0000
28 N28#2 0.0010 2.0000 2.0000
29 N27#1 0.0010 2.0000 2.0000
30 N27#2 0.0010 2.0000 2.0000
31 N26#1 0.0010 2.0000 2.0000
32 N26#2 0.0010 2.0000 2.0000
33 N29#1 0.0010 2.0000 2.0000
34 N29#2 0.0010 2.0000 2.0000
35 N30#1 0.0010 2.0000 2.0000
36 N30#2 0.0010 2.0000 2.0000
37 N36#1 0.0010 2.0000 2.0000
38 N36#2 0.0010 2.0000 2.0000
39 N35#1 0.0010 2.0000 2.0000
40 N35#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 N49B#1 0.0010 2.0000 2.0000
46 N49B#2 0.0010 2.0000 2.0000
47 N45#1 0.0010 2.0000 2.0000
48 N45#2 0.0010 2.0000 2.0000
49 N10#1 0.0010 2.0000 2.0000
50 N10#2 0.0010 2.0000 2.0000
51 N8#1 0.0010 2.0000 2.0000
52 N8#2 0.0010 2.0000 2.0000
53 N7#1 0.0010 2.0000 2.0000
54 N7#2 0.0010 2.0000 2.0000
55 N6#1 0.0010 2.0000 2.0000
56 N6#2 0.0010 2.0000 2.0000
57 N5#1 0.0010 2.0000 2.0000
58 N5#2 0.0010 2.0000 2.0000
59 N4#1 0.0010 2.0000 2.0000
60 N4#2 0.0010 2.0000 2.0000
61 N11#1 0.0010 2.0000 2.0000
62 N11#2 0.0010 2.0000 2.0000
63 N2#1 0.0010 2.0000 2.0000
64 N2#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 N20#1 0.0010 2.0000 2.0000
70 N20#2 0.0010 2.0000 2.0000
71 N19#1 0.0010 2.0000 2.0000
72 N19#2 0.0010 2.0000 2.0000
73 N18#1 0.0010 2.0000 2.0000
74 N18#2 0.0010 2.0000 2.0000
75 N17#1 0.0010 2.0000 2.0000
76 N17#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 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N44#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N44#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N40#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N40#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N39#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N39#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N51B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N51B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N35#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 N49B#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N49B#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N2#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 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
71 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
72 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
73 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
74 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
75 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
76 N17#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
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
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
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
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
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N50B No Tributary Channel/Pipes
Tributary Subareas........ N50B#1 N50B#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N49B No Tributary Channel/Pipes
Tributary Subareas........ N49B#1 N49B#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
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#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
***********************************************************
* Hydrographs will be stored for the following 38 INLETS *
***********************************************************
N54 N53 N52 N44 N43 N42
N40 N39 N38 N51B N21 N37
N31 N28 N27 N26 N29 N30
N36 N35 N50B N47 N49B N45
N10 N8 N7 N6 N5 N4
N11 N2 N23 N22 N20 N19
N18 N17
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N54#1 1924 540 N54#2 1888 540 N53#1 1772 540
N53#2 1892 540 N52#1 1920 540 N52#2 3828 1080
N44#1 1912 540 N44#2 4024 1080 N43#1 1896 540
N43#2 1892 540 N42#1 1916 540 N42#2 4236 1080
N40#1 1916 540 N40#2 3992 1080 N39#1 1912 540
N39#2 3820 1080 N38#1 1872 540 N38#2 3800 1080
N51B#1 1920 540 N51B#2 3864 1080 N21#1 1896 540
N21#2 3812 1080 N37#1 1908 540 N37#2 3820 1080
N31#1 1908 540 N31#2 3820 1080 N28#1 1908 540
N28#2 3820 1080 N27#1 1900 540 N27#2 3788 1080
N26#1 1896 540 N26#2 1872 540 N29#1 1912 540
N29#2 3796 1080 N30#1 1912 540 N30#2 3832 1080
N36#1 1908 540 N36#2 3820 1080 N35#1 1920 540
N35#2 1920 540 N50B#1 1912 540 N50B#2 4000 1080
N47#1 1928 540 N47#2 3792 1080 N49B#1 1924 540
N49B#2 3872 1080 N45#1 1928 540 N45#2 3800 1080
N10#1 1904 540 N10#2 1884 540 N8#1 1904 540
N8#2 1880 540 N7#1 1904 540 N7#2 1880 540
N6#1 1888 540 N6#2 1844 540 N5#1 1904 540
N5#2 1884 540 N4#1 1904 540 N4#2 1880 540
N11#1 1844 540 N11#2 3872 1080 N2#1 1896 540
N2#2 3832 1080 N23#1 1904 540 N23#2 3832 1080
N22#1 1900 540 N22#2 1896 540 N20#1 1872 540
N20#2 1780 540 N19#1 1912 540 N19#2 3768 1080
N18#1 1892 540 N18#2 3788 1080 N17#1 1912 540
N17#2 3940 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 123.0000 mm
Total rainfall read for gage # 1 is 60.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.658778E+04 123.000
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.645807E+04 122.038
Total Water remaining in Surface Storage 3.558231E+00 0.026
Infiltration over the Pervious Area... 1.369598E+02 1.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.659859E+04 123.080
Total Precipitation + Initial Storage. 1.658778E+04 123.000
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............... -0.0652
****************************************************
* 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.............. 1.645807E+04 122.038
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.................. 1.644772E+04 121.961
Initial Storage + Inflow.................... 1.645807E+04 122.038
Final Storage + Outflow + Diverted GW....... 1.644772E+04 121.961
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0629
##################################################
# 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........... N54#1 N54#2 N53#1 N53#2 N52#1 N52#2
Area (hectares)........ 0.00100 0.21200 0.00100 0.23301 0.02800 0.05600
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 25.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.07411 0.00000 121.08644 0.00000 121.10411
Total Losses (mm)...... 0.00000 1.90334 0.00000 1.89680 0.00000 1.88529
Remaining Depth (mm)... 0.00000 0.02255 0.00000 0.01677 0.00000 0.01060
Peak Runoff Rate (cms). 0.00000 0.17705 0.00000 0.19740 0.00000 0.03620
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.16298 0.00000 122.85885 0.00000 123.14279 123.18221
Peak Runoff Rate (cms). 0.00089 0.00000 0.00068 0.00000 0.02489 0.01246
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.16298 0.00000 122.85885 0.00000 123.14279 123.18221
Peak Runoff Rate (cms). 0.00089 0.00003 0.00068 0.00002 0.02489 0.01246
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) 123.16298 121.07411 122.85885 121.08644 123.14279 121.62364
Peak Runoff Rate (cms). 0.00089 0.17705 0.00068 0.19740 0.02489 0.04866
Unit Runoff (mm/hr).... 322.89157 303.15622 246.69056 307.54155 322.66738 315.40120
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 N43#1 N43#2 N42#1 N42#2
Area (hectares)........ 0.12200 0.15600 0.00100 0.20800 0.10000 0.09000
Percent Impervious..... 100.00000 11.00000 100.00000 0.00000 100.00000 10.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.08822 0.00000 121.08788 0.00000 121.11853
Total Losses (mm)...... 0.00000 1.89575 0.00000 1.89595 0.00000 1.87427
Remaining Depth (mm)... 0.00000 0.01603 0.00000 0.01617 0.00000 0.00721
Peak Runoff Rate (cms). 0.00000 0.11786 0.00000 0.17650 0.00000 0.07053
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.10945 123.19857 123.06084 0.00000 123.12119 123.17881
Peak Runoff Rate (cms). 0.10793 0.01527 0.00086 0.00000 0.08869 0.00801
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.10945 123.19857 123.06084 0.00000 123.12119 123.17881
Peak Runoff Rate (cms). 0.10793 0.01527 0.00086 0.00002 0.08869 0.00801
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) 123.10945 121.32036 123.06084 121.08788 123.12119 121.32455
Peak Runoff Rate (cms). 0.10793 0.13312 0.00086 0.17650 0.08869 0.07854
Unit Runoff (mm/hr).... 321.14919 309.77012 311.73009 308.02787 321.94764 316.78392
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........... N40#1 N40#2 N39#1 N39#2 N38#1 N38#2
Area (hectares)........ 0.04500 0.02900 0.05800 0.08600 0.09800 0.15500
Percent Impervious..... 100.00000 15.00000 100.00000 26.00000 100.00000 26.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.10206 0.00000 121.09550 0.00000 121.05697
Total Losses (mm)...... 0.00000 1.88675 0.00000 1.89120 0.00000 1.91053
Remaining Depth (mm)... 0.00000 0.01119 0.00000 0.01330 0.00000 0.03250
Peak Runoff Rate (cms). 0.00000 0.02121 0.00000 0.05443 0.00000 0.09374
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.11768 123.19827 123.11001 123.17153 123.00420 123.13568
Peak Runoff Rate (cms). 0.03989 0.00387 0.05132 0.01989 0.07857 0.03580
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.11768 123.19827 123.11001 123.17153 123.00420 123.13568
Peak Runoff Rate (cms). 0.03989 0.00387 0.05132 0.01989 0.07857 0.03580
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) 123.11768 121.41649 123.11001 121.63527 123.00420 121.59744
Peak Runoff Rate (cms). 0.03989 0.02508 0.05132 0.07432 0.07857 0.12954
Unit Runoff (mm/hr).... 321.74824 313.93121 321.19649 313.69705 291.02438 303.38672
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........... N51B#1 N51B#2 N21#1 N21#2 N37#1 N37#2
Area (hectares)........ 0.05100 0.10100 0.00100 0.33001 0.09000 0.13000
Percent Impervious..... 100.00000 25.00000 100.00000 55.00000 100.00000 30.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.10963 0.00000 121.10569 0.00000 121.09366
Total Losses (mm)...... 0.00000 1.88122 0.00000 1.88415 0.00000 1.89239
Remaining Depth (mm)... 0.00000 0.00914 0.00000 0.01016 0.00000 0.01395
Peak Runoff Rate (cms). 0.00000 0.06558 0.00000 0.12816 0.00000 0.07769
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.14824 123.18659 123.06084 123.10816 123.08952 123.15828
Peak Runoff Rate (cms). 0.04535 0.02246 0.00086 0.16052 0.07901 0.03469
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.14824 123.18659 123.06084 123.10816 123.08952 123.15828
Peak Runoff Rate (cms). 0.04535 0.02246 0.00086 0.16052 0.07901 0.03469
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) 123.14824 121.62887 123.06084 122.20705 123.08952 121.71305
Peak Runoff Rate (cms). 0.04535 0.08804 0.00086 0.28868 0.07901 0.11237
Unit Runoff (mm/hr).... 322.75518 316.42237 311.73009 317.55008 318.67231 313.78137
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........... N31#1 N31#2 N28#1 N28#2 N27#1 N27#2
Area (hectares)........ 0.13200 0.19700 0.15200 0.22700 0.20900 0.46501
Percent Impervious..... 100.00000 30.00000 100.00000 25.00000 100.00000 35.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.09632 0.00000 121.09285 0.00000 121.04993
Total Losses (mm)...... 0.00000 1.89066 0.00000 1.89290 0.00000 1.91293
Remaining Depth (mm)... 0.00000 0.01302 0.00000 0.01424 0.00000 0.03713
Peak Runoff Rate (cms). 0.00000 0.11803 0.00000 0.14522 0.00000 0.24477
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.08947 123.16103 123.08997 123.17188 123.06808 123.10490
Peak Runoff Rate (cms). 0.11588 0.05257 0.13347 0.05049 0.18071 0.14379
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.08947 123.16103 123.08997 123.17188 123.06808 123.10490
Peak Runoff Rate (cms). 0.11588 0.05257 0.13347 0.05049 0.18071 0.14379
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) 123.08947 121.71573 123.08997 121.61261 123.06808 121.76917
Peak Runoff Rate (cms). 0.11588 0.17060 0.13347 0.19571 0.18071 0.38857
Unit Runoff (mm/hr).... 318.66531 314.35413 318.74908 312.96043 313.87028 303.33732
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........... N26#1 N26#2 N29#1 N29#2 N30#1 N30#2
Area (hectares)........ 0.02300 0.03500 0.13200 0.50001 0.09200 0.14900
Percent Impervious..... 100.00000 0.00000 100.00000 42.00000 100.00000 27.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.03475 0.00000 121.06535 0.00000 121.10845
Total Losses (mm)...... 0.00000 1.91726 0.00000 1.90727 0.00000 1.88211
Remaining Depth (mm)... 0.00000 0.04800 0.00000 0.02738 0.00000 0.00944
Peak Runoff Rate (cms). 0.00000 0.02779 0.00000 0.23956 0.00000 0.09408
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.06108 0.00000 123.10186 123.09976 123.10991 123.18095
Peak Runoff Rate (cms). 0.01976 0.00000 0.11651 0.18521 0.08140 0.03579
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.06108 0.00000 123.10186 123.09976 123.10991 123.18095
Peak Runoff Rate (cms). 0.01976 0.00056 0.11651 0.18521 0.08140 0.03579
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) 123.06108 121.03475 123.10186 121.91980 123.10991 121.66803
Peak Runoff Rate (cms). 0.01976 0.02779 0.11651 0.42477 0.08140 0.12987
Unit Runoff (mm/hr).... 311.80318 288.24161 320.39926 308.38799 321.18764 316.39262
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........... N36#1 N36#2 N35#1 N35#2 N50B#1 N50B#2
Area (hectares)........ 0.10500 0.17000 0.05000 0.02100 0.10400 0.08400
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000 100.00000 20.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.09086 0.00000 121.18200 0.00000 121.12092
Total Losses (mm)...... 0.00000 1.89415 0.00000 1.81655 0.00000 1.87232
Remaining Depth (mm)... 0.00000 0.01499 0.00000 0.00145 0.00000 0.00676
Peak Runoff Rate (cms). 0.00000 0.10564 0.00000 0.01856 0.00000 0.05860
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.09105 123.16407 123.14674 0.00000 123.11038 123.19822
Peak Runoff Rate (cms). 0.09225 0.04083 0.04445 0.00000 0.09203 0.01495
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.09105 123.16407 123.14674 0.00000 123.11038 123.19822
Peak Runoff Rate (cms). 0.09225 0.04083 0.04445 0.00126 0.09203 0.01495
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) 123.09105 121.65063 123.14674 121.18200 123.11038 121.53638
Peak Runoff Rate (cms). 0.09225 0.14647 0.04445 0.01856 0.09203 0.07354
Unit Runoff (mm/hr).... 318.92578 312.75572 322.73357 320.76040 321.22641 317.81272
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 N49B#1 N49B#2 N45#1 N45#2
Area (hectares)........ 0.03600 0.33001 0.05300 0.10500 0.03300 0.30401
Percent Impervious..... 100.00000 18.00000 100.00000 25.00000 100.00000 18.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.03683 0.00000 121.11546 0.00000 121.04602
Total Losses (mm)...... 0.00000 1.91672 0.00000 1.87672 0.00000 1.91415
Remaining Depth (mm)... 0.00000 0.04645 0.00000 0.00782 0.00000 0.03983
Peak Runoff Rate (cms). 0.00000 0.21545 0.00000 0.06845 0.00000 0.20085
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.17818 123.14958 123.15460 123.18947 123.18357 123.15586
Peak Runoff Rate (cms). 0.03203 0.05282 0.04713 0.02335 0.02936 0.04867
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.17818 123.14958 123.15460 123.18947 123.18357 123.15586
Peak Runoff Rate (cms). 0.03203 0.05282 0.04713 0.02335 0.02936 0.04867
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) 123.17818 121.41712 123.15460 121.63396 123.18357 121.42579
Peak Runoff Rate (cms). 0.03203 0.26827 0.04713 0.09180 0.02936 0.24952
Unit Runoff (mm/hr).... 322.94412 295.09435 322.82897 317.36846 322.95192 297.94743
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........... N10#1 N10#2 N8#1 N8#2 N7#1 N7#2
Area (hectares)........ 0.23001 0.11000 0.22000 0.10000 0.21000 0.09800
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.06749 0.00000 121.05631 0.00000 121.05752
Total Losses (mm)...... 0.00000 1.90636 0.00000 1.91077 0.00000 1.91033
Remaining Depth (mm)... 0.00000 0.02615 0.00000 0.03292 0.00000 0.03215
Peak Runoff Rate (cms). 0.00000 0.09111 0.00000 0.08166 0.00000 0.08015
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.08390 0.00000 123.07682 0.00000 123.07475 0.00000
Peak Runoff Rate (cms). 0.20126 0.00000 0.19158 0.00000 0.18259 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.08390 0.00000 123.07682 0.00000 123.07475 0.00000
Peak Runoff Rate (cms). 0.20126 0.00570 0.19158 0.00543 0.18259 0.00517
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) 123.08390 121.06749 123.07682 121.05631 123.07475 121.05752
Peak Runoff Rate (cms). 0.20126 0.09111 0.19158 0.08166 0.18259 0.08015
Unit Runoff (mm/hr).... 317.64549 300.68018 316.11644 296.41429 315.62180 296.87844
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........... N6#1 N6#2 N5#1 N5#2 N4#1 N4#2
Area (hectares)........ 0.68701 0.29501 0.22500 0.10300 0.45401 0.19400
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 120.99893 0.00000 121.06389 0.00000 121.05586
Total Losses (mm)...... 0.00000 1.92427 0.00000 1.90787 0.00000 1.91093
Remaining Depth (mm)... 0.00000 0.07680 0.00000 0.02824 0.00000 0.03321
Peak Runoff Rate (cms). 0.00000 0.22390 0.00000 0.08493 0.00000 0.15832
Total Impervious Area
---------------------
Total Runoff Depth (mm) 123.03902 0.00000 123.08055 0.00000 123.07419 0.00000
Peak Runoff Rate (cms). 0.57564 0.00000 0.19646 0.00000 0.39457 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 123.03902 0.00000 123.08055 0.00000 123.07419 0.00000
Peak Runoff Rate (cms). 0.57564 0.01630 0.19646 0.00556 0.39457 0.01117
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) 123.03902 120.99893 123.08055 121.06389 123.07419 121.05586
Peak Runoff Rate (cms). 0.57564 0.22390 0.19646 0.08493 0.39457 0.15832
Unit Runoff (mm/hr).... 304.15966 275.51919 316.95502 299.31355 315.48393 296.24258
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........... N11#1 N11#2 N2#1 N2#2 N23#1 N23#2
Area (hectares)........ 0.00100 0.80202 0.00100 0.33001 0.00100 0.59101
Percent Impervious..... 100.00000 8.00000 100.00000 10.00000 100.00000 55.00000
Total Rainfall (mm).... 123.00000 123.00000 123.00000 123.00000 123.00000 123.00000
Max Intensity (mm/hr).. 320.29200 320.29200 320.29200 320.29200 320.29200 320.29200
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 121.03066 0.00000 121.03665 0.00000 121.13597
Total Losses (mm)...... 0.00000 1.91825 0.00000 1.91677 0.00000 1.85948
Remaining Depth (mm)... 0.00000 0.05109 0.00000 0.04658 0.00000 0.00455
Peak Runoff Rate (cms). 0.00000 0.58281 0.00000 0.23641 0.00000 0.23342
Total Impervious Area
---------------------
Total Runoff Depth (mm) 122.96538 123.19169 123.06084 123.18650 123.07525 123.14050
Peak Runoff Rate (cms). 0.00076 0.05708 0.00086 0.02936 0.00087 0.28889
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 122.96538 123.19169 123.06084 123.18650 123.07525 123.14050
Peak Runoff Rate (cms). 0.00076 0.05708 0.00086 0.02936 0.00087 0.28889
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) 122.96538 121.20355 123.06084 121.25164 123.07525 122.23846
Peak Runoff Rate (cms). 0.00076 0.63989 0.00086 0.26577 0.00087 0.52231
Unit Runoff (mm/hr).... 277.31940 289.62759 311.73009 292.35211 315.74305 320.81098
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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