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m2y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 21:07.
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 46.0000 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 1916 540 N54#2 1844 540 N53#1 1632 540
N53#2 1868 540 N52#1 1908 540 N52#2 3796 1080
N44#1 1900 540 N44#2 3828 1080 N43#1 1876 540
N43#2 1868 540 N42#1 1904 540 N42#2 4016 1080
N40#1 1900 540 N40#2 3800 1080 N39#1 1900 540
N39#2 3788 1080 N38#1 1800 540 N38#2 3736 1080
N51B#1 1912 540 N51B#2 3800 1080 N21#1 1876 540
N21#2 3780 1080 N37#1 1892 540 N37#2 3784 1080
N31#1 1892 540 N31#2 3788 1080 N28#1 1892 540
N28#2 3788 1080 N27#1 1880 540 N27#2 3708 1080
N26#1 1876 540 N26#2 1784 540 N29#1 1896 540
N29#2 3740 1080 N30#1 1900 540 N30#2 3800 1080
N36#1 1892 540 N36#2 3788 1080 N35#1 1912 540
N35#2 1908 540 N50B#1 1900 540 N50B#2 3812 1080
N47#1 1920 540 N47#2 3696 1080 N49B#1 1912 540
N49B#2 3804 1080 N45#1 1920 540 N45#2 3720 1080
N10#1 1888 540 N10#2 1844 540 N8#1 1884 540
N8#2 1828 540 N7#1 1884 540 N7#2 1828 540
N6#1 1848 540 N6#2 1756 540 N5#1 1884 540
N5#2 1840 540 N4#1 1884 540 N4#2 1824 540
N11#1 1760 540 N11#2 3704 1080 N2#1 1876 540
N2#2 3704 1080 N23#1 1884 540 N23#2 3800 1080
N22#1 1880 540 N22#2 1872 540 N20#1 1796 540
N20#2 1640 540 N19#1 1896 540 N19#2 3668 1080
N18#1 1872 540 N18#2 3696 1080 N17#1 1900 540
N17#2 3768 1080
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 46.0000 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) 6.203560E+03 46.000
Total Infiltration 1.369598E+02 1.016
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 6.066412E+03 44.983
Total Water remaining in Surface Storage 3.473351E+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......... 6.206845E+03 46.024
Total Precipitation + Initial Storage. 6.203560E+03 46.000
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............... -0.0530
****************************************************
* 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.............. 6.066412E+03 44.983
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.................. 6.064606E+03 44.970
Initial Storage + Inflow.................... 6.066412E+03 44.983
Final Storage + Outflow + Diverted GW....... 6.064606E+03 44.970
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0298
##################################################
# 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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.02954 0.00000 44.03712 0.00000 44.04657
Total Losses (mm)...... 0.00000 1.94838 0.00000 1.94644 0.00000 1.94302
Remaining Depth (mm)... 0.00000 0.02208 0.00000 0.01644 0.00000 0.01042
Peak Runoff Rate (cms). 0.00000 0.06519 0.00000 0.07359 0.00000 0.01371
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.05064 0.00000 45.84052 0.00000 46.04277 46.05913
Peak Runoff Rate (cms). 0.00035 0.00000 0.00021 0.00000 0.00989 0.00498
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.05064 0.00000 45.84052 0.00000 46.04277 46.05913
Peak Runoff Rate (cms). 0.00035 0.00001 0.00021 0.00001 0.00989 0.00498
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) 46.05064 44.02954 45.84052 44.03712 46.04277 44.54971
Peak Runoff Rate (cms). 0.00035 0.06519 0.00021 0.07359 0.00989 0.01869
Unit Runoff (mm/hr).... 128.80410 111.62862 77.24636 114.64632 128.24899 121.12794
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03815 0.00000 44.03796 0.00000 44.05319
Total Losses (mm)...... 0.00000 1.94612 0.00000 1.94618 0.00000 1.93971
Remaining Depth (mm)... 0.00000 0.01573 0.00000 0.01586 0.00000 0.00710
Peak Runoff Rate (cms). 0.00000 0.04401 0.00000 0.06589 0.00000 0.02701
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.03030 46.07382 46.00855 0.00000 46.03472 46.07679
Peak Runoff Rate (cms). 0.04237 0.00610 0.00033 0.00000 0.03501 0.00320
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.03030 46.07382 46.00855 0.00000 46.03472 46.07679
Peak Runoff Rate (cms). 0.04237 0.00610 0.00033 0.00001 0.03501 0.00320
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) 46.03030 44.26207 46.00855 44.03796 46.03472 44.25555
Peak Runoff Rate (cms). 0.04237 0.05011 0.00033 0.06589 0.03501 0.03021
Unit Runoff (mm/hr).... 126.07525 116.61088 118.30630 114.98547 127.07377 121.86440
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.04555 0.00000 44.04217 0.00000 44.01771
Total Losses (mm)...... 0.00000 1.94345 0.00000 1.94478 0.00000 1.95053
Remaining Depth (mm)... 0.00000 0.01100 0.00000 0.01306 0.00000 0.03176
Peak Runoff Rate (cms). 0.00000 0.00802 0.00000 0.02046 0.00000 0.03388
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.03341 46.07200 46.03051 46.05423 45.96956 46.04011
Peak Runoff Rate (cms). 0.01572 0.00155 0.02015 0.00794 0.02814 0.01420
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.03341 46.07200 46.03051 46.05423 45.96956 46.04011
Peak Runoff Rate (cms). 0.01572 0.00155 0.02015 0.00794 0.02814 0.01420
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) 46.03341 44.34952 46.03051 44.56530 45.96956 44.54354
Peak Runoff Rate (cms). 0.01572 0.00957 0.02015 0.02840 0.02814 0.04808
Unit Runoff (mm/hr).... 126.80593 119.73655 126.12977 119.88312 104.24418 112.60084
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.04920 0.00000 44.04733 0.00000 44.04118
Total Losses (mm)...... 0.00000 1.94180 0.00000 1.94268 0.00000 1.94513
Remaining Depth (mm)... 0.00000 0.00900 0.00000 0.00999 0.00000 0.01369
Peak Runoff Rate (cms). 0.00000 0.02494 0.00000 0.04860 0.00000 0.02915
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.04484 46.06146 46.00855 46.02980 46.02231 46.04875
Peak Runoff Rate (cms). 0.01805 0.00898 0.00033 0.06297 0.03065 0.01383
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.04484 46.06146 46.00855 46.02980 46.02231 46.04875
Peak Runoff Rate (cms). 0.01805 0.00898 0.00033 0.06297 0.03065 0.01383
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) 46.04484 44.55227 46.00855 45.13769 46.02231 44.64345
Peak Runoff Rate (cms). 0.01805 0.03392 0.00033 0.11157 0.03065 0.04298
Unit Runoff (mm/hr).... 128.43989 121.92165 118.30630 122.72932 123.63007 120.02208
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.04260 0.00000 44.04074 0.00000 44.01248
Total Losses (mm)...... 0.00000 1.94462 0.00000 1.94528 0.00000 1.95126
Remaining Depth (mm)... 0.00000 0.01278 0.00000 0.01398 0.00000 0.03626
Peak Runoff Rate (cms). 0.00000 0.04440 0.00000 0.05446 0.00000 0.08774
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.02229 46.04985 46.02250 46.05438 46.01237 46.02854
Peak Runoff Rate (cms). 0.04495 0.02096 0.05180 0.02016 0.06900 0.05631
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.02229 46.04985 46.02250 46.05438 46.01237 46.02854
Peak Runoff Rate (cms). 0.04495 0.02096 0.05180 0.02016 0.06900 0.05631
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) 46.02229 44.64478 46.02250 44.54415 46.01237 44.71810
Peak Runoff Rate (cms). 0.04495 0.06537 0.05180 0.07462 0.06900 0.14406
Unit Runoff (mm/hr).... 123.62392 120.44599 123.69783 119.32446 119.84038 112.45798
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.00061 0.00000 44.02367 0.00000 44.04865
Total Losses (mm)...... 0.00000 1.95258 0.00000 1.94955 0.00000 1.94207
Remaining Depth (mm)... 0.00000 0.04680 0.00000 0.02678 0.00000 0.00928
Peak Runoff Rate (cms). 0.00000 0.00979 0.00000 0.08739 0.00000 0.03575
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.00868 0.00000 46.02735 46.02651 46.03047 46.05852
Peak Runoff Rate (cms). 0.00750 0.00000 0.04555 0.07232 0.03196 0.01430
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.00868 0.00000 46.02735 46.02651 46.03047 46.05852
Peak Runoff Rate (cms). 0.00750 0.00021 0.04555 0.07232 0.03196 0.01430
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) 46.00868 44.00061 46.02735 44.86486 46.03047 44.59132
Peak Runoff Rate (cms). 0.00750 0.00979 0.04555 0.15971 0.03196 0.05005
Unit Runoff (mm/hr).... 118.35786 101.49452 125.26264 115.95019 126.11953 121.94294
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.03964 0.00000 44.07766 0.00000 44.05422
Total Losses (mm)...... 0.00000 1.94565 0.00000 1.92091 0.00000 1.93912
Remaining Depth (mm)... 0.00000 0.01471 0.00000 0.00143 0.00000 0.00666
Peak Runoff Rate (cms). 0.00000 0.03954 0.00000 0.00732 0.00000 0.02248
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.02296 46.05108 46.04427 0.00000 46.03065 46.07184
Peak Runoff Rate (cms). 0.03583 0.01629 0.01768 0.00000 0.03615 0.00598
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.02296 46.05108 46.04427 0.00000 46.03065 46.07184
Peak Runoff Rate (cms). 0.03583 0.01629 0.01768 0.00050 0.03615 0.00598
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) 46.02296 44.58273 46.04427 44.07766 46.03065 44.45774
Peak Runoff Rate (cms). 0.03583 0.05583 0.01768 0.00732 0.03615 0.02846
Unit Runoff (mm/hr).... 123.85519 119.22228 128.39083 126.46086 126.16450 122.96851
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.00228 0.00000 44.05185 0.00000 44.00949
Total Losses (mm)...... 0.00000 1.95242 0.00000 1.94045 0.00000 1.95163
Remaining Depth (mm)... 0.00000 0.04530 0.00000 0.00770 0.00000 0.03888
Peak Runoff Rate (cms). 0.00000 0.07605 0.00000 0.02615 0.00000 0.07167
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.05721 46.04535 46.04730 46.06387 46.05980 46.04779
Peak Runoff Rate (cms). 0.01279 0.02102 0.01878 0.00934 0.01173 0.01939
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.05721 46.04535 46.04730 46.06387 46.05980 46.04779
Peak Runoff Rate (cms). 0.01279 0.02102 0.01878 0.00934 0.01173 0.01939
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) 46.05721 44.37003 46.04730 44.55485 46.05980 44.37638
Peak Runoff Rate (cms). 0.01279 0.09707 0.01878 0.03549 0.01173 0.09106
Unit Runoff (mm/hr).... 129.00862 106.78227 128.62176 122.69134 129.05196 108.73745
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 44.02514 0.00000 44.01723 0.00000 44.01811
Total Losses (mm)...... 0.00000 1.94928 0.00000 1.95060 0.00000 1.95047
Remaining Depth (mm)... 0.00000 0.02558 0.00000 0.03217 0.00000 0.03142
Peak Runoff Rate (cms). 0.00000 0.03331 0.00000 0.02949 0.00000 0.02898
Total Impervious Area
---------------------
Total Runoff Depth (mm) 46.01988 0.00000 46.01665 0.00000 46.01567 0.00000
Peak Runoff Rate (cms). 0.07778 0.00000 0.07365 0.00000 0.07008 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 46.01988 0.00000 46.01665 0.00000 46.01567 0.00000
Peak Runoff Rate (cms). 0.07778 0.00220 0.07365 0.00209 0.07008 0.00198
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) 46.01988 44.02514 46.01665 44.01723 46.01567 44.01811
Peak Runoff Rate (cms). 0.07778 0.03331 0.07365 0.02949 0.07008 0.02898
Unit Runoff (mm/hr).... 122.75392 109.94034 121.52884 107.03751 121.14765 107.35322
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.97053 0.00000 44.02266 0.00000 44.01690
Total Losses (mm)...... 0.00000 1.95479 0.00000 1.94973 0.00000 1.95065
Remaining Depth (mm)... 0.00000 0.07468 0.00000 0.02762 0.00000 0.03245
Peak Runoff Rate (cms). 0.00000 0.07565 0.00000 0.03093 0.00000 0.05714
Total Impervious Area
---------------------
Total Runoff Depth (mm) 45.99532 0.00000 46.01837 0.00000 46.01540 0.00000
Peak Runoff Rate (cms). 0.21407 0.00000 0.07574 0.00000 0.15139 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 45.99532 0.00000 46.01837 0.00000 46.01540 0.00000
Peak Runoff Rate (cms). 0.21407 0.00606 0.07574 0.00214 0.15139 0.00429
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) 45.99532 43.97053 46.01837 44.02266 46.01540 44.01690
Peak Runoff Rate (cms). 0.21407 0.07565 0.07574 0.03093 0.15139 0.05714
Unit Runoff (mm/hr).... 113.11484 93.09132 122.19086 109.01000 121.04247 106.92073
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).... 46.00000 46.00000 46.00000 46.00000 46.00000 46.00000
Max Intensity (mm/hr).. 128.06400 128.06400 128.06400 128.06400 128.06400 128.06400
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 43.99731 0.00000 44.00214 0.00000 44.06033
Total Losses (mm)...... 0.00000 1.95289 0.00000 1.95243 0.00000 1.93517
Remaining Depth (mm)... 0.00000 0.04980 0.00000 0.04543 0.00000 0.00449
Peak Runoff Rate (cms). 0.00000 0.20423 0.00000 0.08343 0.00000 0.09042
Total Impervious Area
---------------------
Total Runoff Depth (mm) 45.93691 46.06555 46.00855 46.06141 46.01591 46.04191
Peak Runoff Rate (cms). 0.00026 0.02282 0.00033 0.01173 0.00033 0.11476
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 45.93691 46.06555 46.00855 46.06141 46.01591 46.04191
Peak Runoff Rate (cms). 0.00026 0.02282 0.00033 0.01173 0.00033 0.11476
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) 45.93691 44.16277 46.00855 44.20807 46.01591 45.15020
Peak Runoff Rate (cms). 0.00026 0.22705 0.00033 0.09517 0.00033 0.20518
Unit Runoff (mm/hr).... 95.19708 102.76646 118.30630 104.68371 121.24052 126.02500
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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