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e100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:18.
Current Directory: C:\XPS\XP-Storm
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
Read 8 line(s) and found 5 items(s) from your cfg file.
Input File : C:\XPS\eagill\existing.XP
*===============================================*
| XP-SWMM |
| Storm and Wastewater Management Model |
| Interface Version: 9.52A |
| Engine Version: 9.28 |
|===============================================|
| |
| Developed by |
| |
| XP Software |
| |
|===============================================|
| XP Software November, 2004 |
| Data File Version ---> 11.7 |
| Serial Number: 66-950-0266 |
| Brisbane Stormwater Management Pty Ltd |
*===============================================*
Engine Name: C:\XPS\XP-Storm\swmmengw.exe
*====================================================*
| Input and Output file names by Layer |
*====================================================*
Input File to Layer # 1 JIN.US
Output File to Layer # 1 C:\XPS\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=10.0 10.0000 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).... 70
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)........ 69
Number of Groundwater Subcatchments in Runoff (NGW). 0
Number of Interface locations for all Blocks (NIE).. 69
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).................... 44
Number of Storage junctions in Extran (NVSE)........ 0
Number of Time history data points in Extran(NTVAL). 0
Number of Variable storage elements in Extran (NVST) 0
Number of Input Hydrographs in Extran (NEH)......... 0
Number of Particle sizes in Transport Block (NPS)... 0
Number of User defined conduits (NHW)............... 70
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)............ 70
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 TEWANTIN
EXISTING CASE
###########################################
# RUNOFF JOB CONTROL #
###########################################
Snowmelt parameter - ISNOW....................... 0
Number of rain gages - NRGAG..................... 1
Quality is not simulated - KWALTY................ 0
Read evaporation data on line(s) F1 (F2) - IVAP.. 1
Hour of day at start of storm - NHR.............. 0
Minute of hour at start of storm - NMN........... 0
Time TZERO at start of storm (hours)............. 0.000
Use Metric units for I/O - METRIC................ 1
===> Ft-sec units used in all internal computations
Runoff input print control... 0
Runoff graph plot control.... 1
Runoff output print control.. 0
Limit number of groundwater convergence messages to 10000
Print headers every 50 lines - NOHEAD (0=yes, 1=no) 0
Print land use load percentages -LANDUPR (0=no, 1=yes) 0
Month, day, year of start of storm is: 1/ 1/1903
Wet time step length (seconds)....... 60.0
Dry time step length (seconds)....... 60.0
Wet/Dry time step length (seconds)... 60.0
Simulation length is...... 9.0 Hours
If Horton infiltration model is being used
A mixture of infiltration options may be used in
XP-SWMM2000 as a watershed specific option.
Rate for regeneration of infiltration = REGEN * DECAY
Decay is read in for each subcatchment
REGEN = ............................................. 0.01000
Raingage #................................ 1
KTYPE - Rainfall input type.............. 0
NHISTO - Total number of rainfall values.. 18
KINC - Rainfall values(pairs) per line.. 10
KPRINT - Print rainfall(0-Yes,1-No)....... 0
KTIME - Precipitation time units
0 --> Minutes 1 --> Hours................ 0
KPREP - Precipitation unit type
0 --> Intensity 1 --> Volume............. 1
KTHIS - Variable rainfall intervals
0 --> No, > 1 --> Yes..................... 0
THISTO - Rainfall time interval........... 5.00
TZRAIN - Starting time(KTIME units)....... 0.00
######################################
# Rainfall input summary from Runoff #
######################################
Total rainfall for gage # 1 is 130.0000 mm
#############################
# Data Group F1 #
# Evaporation Rate (mm/day) #
#############################
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV DEC.
---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
###################################################
# Table R1. S U B C A T C H M E N T D A T A #
# Physical Hydrology Data #
###################################################
Deprs Deprs Prcnt
Per- -sion -sion Zero
Subcatchment Channel Width Area cent Slope "n" "n" Storge Strge Deten
Number Name or inlet (m) (Ha) Imperv ft/ft Imprv Perv Imprv Perv -tion
====== =============== ================ ======== ======== ====== ===== ===== ===== ===== ===== =====
1 N43#1 N43 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
2 N43#2 N43 43.000 .20800 0.00 3.000 0.020 0.045 0.000 0.000 0.00
3 N42#1 N42 45.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
4 N42#2 N42 45.000 .28900 0.00 3.000 0.020 0.045 0.000 0.000 0.00
5 N50#1 N50 55.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
6 N50#2 N50 55.000 .30300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
7 N47#1 N47 30.000 .36000E-01100.00 2.500 0.020 0.045 0.000 0.000 0.00
8 N47#2 N47 30.000 .33000 18.00 2.500 0.020 0.045 0.000 0.000 0.00
9 N54#1 N54 1.0000 .10000E-02100.00 1.000 0.020 0.045 0.000 0.000 0.00
10 N54#2 N54 35.000 .21200 0.00 3.000 0.020 0.045 0.000 0.000 0.00
11 N52#1 N52 38.000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
12 N52#2 N52 38.000 .22400 9.00 3.000 0.020 0.045 0.000 0.000 0.00
13 N48#1 N48 32.000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
14 N48#2 N48 32.000 .19500 0.00 4.000 0.020 0.045 0.000 0.000 0.00
15 N45#1 N45 28.000 .33000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
16 N45#2 N45 28.000 .30400 18.00 3.000 0.020 0.045 0.000 0.000 0.00
17 N53#1 N53 .10000 .10000E-02100.00 0.100 0.020 0.045 0.000 0.000 0.00
18 N53#2 N53 47.000 .23300 0.00 3.000 0.020 0.045 0.000 0.000 0.00
19 N38#1 N38 6.0000 .43000E-01100.00 3.500 0.020 0.045 0.000 0.000 0.00
20 N38#2 N38 35.000 .25000 0.00 3.500 0.020 0.045 0.000 0.000 0.00
21 N37#1 N37 13.000 .90000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
22 N37#2 N37 18.000 .13000 30.00 4.000 0.020 0.045 0.000 0.000 0.00
23 N31#1 N31 22.000 .13200 100.00 3.000 0.020 0.045 0.000 0.000 0.00
24 N31#2 N31 33.000 .19700 30.00 3.000 0.020 0.045 0.000 0.000 0.00
25 N28#1 N28 28.000 .15200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
26 N28#2 N28 42.000 .22700 25.00 2.500 0.020 0.045 0.000 0.000 0.00
27 N27#1 N27 26.000 .20900 100.00 2.500 0.020 0.045 0.000 0.000 0.00
28 N27#2 N27 39.000 .46500 35.00 2.500 0.020 0.045 0.000 0.000 0.00
29 N35#1 N35 22.000 .50000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
30 N35#2 N35 22.000 .21000E-01 0.00 3.000 0.020 0.045 0.000 0.000 0.00
31 N23#1 N23 .10000 .10000E-02100.00 5.000 0.020 0.045 0.000 0.000 0.00
32 N23#2 N23 100.00 .59100 55.00 5.000 0.020 0.045 0.000 0.000 0.00
33 N22#1 N22 .10000 .10000E-02100.00 4.000 0.020 0.045 0.000 0.000 0.00
34 N22#2 N22 40.000 .21300 0.00 4.000 0.020 0.045 0.000 0.000 0.00
35 N21#1 N21 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
36 N21#2 N21 42.000 .33000 55.00 3.000 0.020 0.045 0.000 0.000 0.00
37 N20#1 N20 56.000 .72900 100.00 1.000 0.020 0.045 0.000 0.000 0.00
38 N20#2 N20 24.000 .31300 0.00 1.000 0.020 0.045 0.000 0.000 0.00
39 N19#1 N19 30.000 .12400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
40 N19#2 N19 45.000 .70700 35.00 2.500 0.020 0.045 0.000 0.000 0.00
41 N18#1 N18 8.0000 .90000E-01100.00 3.000 0.020 0.045 0.000 0.000 0.00
42 N18#2 N18 35.000 .43000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
43 N17#1 N17 8.0000 .27000E-01100.00 2.000 0.020 0.045 0.000 0.000 0.00
44 N17#2 N17 18.000 .11000 10.00 2.000 0.020 0.045 0.000 0.000 0.00
45 N10#1 N10 38.000 .23000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
46 N10#2 N10 18.000 .11000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
47 N8#1 N8 32.000 .22000 100.00 2.500 0.020 0.045 0.000 0.000 0.00
48 N8#2 N8 14.000 .10000 0.00 2.500 0.020 0.045 0.000 0.000 0.00
49 N7#1 N7 38.000 .21000 100.00 1.500 0.020 0.045 0.000 0.000 0.00
50 N7#2 N7 18.000 .98000E-01 0.00 1.500 0.020 0.045 0.000 0.000 0.00
51 N6#1 N6 68.000 .68700 100.00 1.500 0.020 0.045 0.000 0.000 0.00
52 N6#2 N6 30.000 .29500 0.00 1.500 0.020 0.045 0.000 0.000 0.00
53 N5#1 N5 35.000 .22500 100.00 2.500 0.020 0.045 0.000 0.000 0.00
54 N5#2 N5 16.000 .10300 0.00 2.500 0.020 0.045 0.000 0.000 0.00
55 N4#1 N4 63.000 .45400 100.00 2.500 0.020 0.045 0.000 0.000 0.00
56 N4#2 N4 27.000 .19400 0.00 2.500 0.020 0.045 0.000 0.000 0.00
57 N11#1 N11 .10000 .10000E-02100.00 0.300 0.020 0.045 0.000 0.000 0.00
58 N11#2 N11 70.000 .80200 8.00 3.000 0.020 0.045 0.000 0.000 0.00
59 N2#1 N2 .10000 .10000E-02100.00 3.000 0.020 0.045 0.000 0.000 0.00
60 N2#2 N2 30.000 .33000 10.00 3.000 0.020 0.045 0.000 0.000 0.00
61 N26#1 N26 4.0000 .23000E-01100.00 1.000 0.020 0.045 0.000 0.000 0.00
62 N26#2 N26 6.0000 .35000E-01 0.00 1.000 0.020 0.045 0.000 0.000 0.00
63 N29#1 N29 30.000 .13200 100.00 2.500 0.020 0.045 0.000 0.000 0.00
64 N29#2 N29 46.000 .50000 42.00 2.500 0.020 0.045 0.000 0.000 0.00
65 N30#1 N30 19.000 .92000E-01100.00 4.000 0.020 0.045 0.000 0.000 0.00
66 N30#2 N30 28.000 .14900 27.00 4.000 0.020 0.045 0.000 0.000 0.00
67 N36#1 N36 18.000 .10500 100.00 3.000 0.020 0.045 0.000 0.000 0.00
68 N36#2 N36 27.000 .17000 27.00 3.000 0.020 0.045 0.000 0.000 0.00
69 N51#1 N51 30.000 .10000E-02100.00 3.800 0.020 0.045 0.000 0.000 0.00
70 N51#2 N51 30.000 .14300 0.00 3.800 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 N43#1 0.0010 2.0000 2.0000
2 N43#2 0.0010 2.0000 2.0000
3 N42#1 0.0010 2.0000 2.0000
4 N42#2 0.0010 2.0000 2.0000
5 N50#1 0.0010 2.0000 2.0000
6 N50#2 0.0010 2.0000 2.0000
7 N47#1 0.0010 2.0000 2.0000
8 N47#2 0.0010 2.0000 2.0000
9 N54#1 0.0010 2.0000 2.0000
10 N54#2 0.0010 2.0000 2.0000
11 N52#1 0.0010 2.0000 2.0000
12 N52#2 0.0010 2.0000 2.0000
13 N48#1 0.0010 2.0000 2.0000
14 N48#2 0.0010 2.0000 2.0000
15 N45#1 0.0010 2.0000 2.0000
16 N45#2 0.0010 2.0000 2.0000
17 N53#1 0.0010 2.0000 2.0000
18 N53#2 0.0010 2.0000 2.0000
19 N38#1 0.0010 2.0000 2.0000
20 N38#2 0.0010 2.0000 2.0000
21 N37#1 0.0010 2.0000 2.0000
22 N37#2 0.0010 2.0000 2.0000
23 N31#1 0.0010 2.0000 2.0000
24 N31#2 0.0010 2.0000 2.0000
25 N28#1 0.0010 2.0000 2.0000
26 N28#2 0.0010 2.0000 2.0000
27 N27#1 0.0010 2.0000 2.0000
28 N27#2 0.0010 2.0000 2.0000
29 N35#1 0.0010 2.0000 2.0000
30 N35#2 0.0010 2.0000 2.0000
31 N23#1 0.0010 2.0000 2.0000
32 N23#2 0.0010 2.0000 2.0000
33 N22#1 0.0010 2.0000 2.0000
34 N22#2 0.0010 2.0000 2.0000
35 N21#1 0.0010 2.0000 2.0000
36 N21#2 0.0010 2.0000 2.0000
37 N20#1 0.0010 2.0000 2.0000
38 N20#2 0.0010 2.0000 2.0000
39 N19#1 0.0010 2.0000 2.0000
40 N19#2 0.0010 2.0000 2.0000
41 N18#1 0.0010 2.0000 2.0000
42 N18#2 0.0010 2.0000 2.0000
43 N17#1 0.0010 2.0000 2.0000
44 N17#2 0.0010 2.0000 2.0000
45 N10#1 0.0010 2.0000 2.0000
46 N10#2 0.0010 2.0000 2.0000
47 N8#1 0.0010 2.0000 2.0000
48 N8#2 0.0010 2.0000 2.0000
49 N7#1 0.0010 2.0000 2.0000
50 N7#2 0.0010 2.0000 2.0000
51 N6#1 0.0010 2.0000 2.0000
52 N6#2 0.0010 2.0000 2.0000
53 N5#1 0.0010 2.0000 2.0000
54 N5#2 0.0010 2.0000 2.0000
55 N4#1 0.0010 2.0000 2.0000
56 N4#2 0.0010 2.0000 2.0000
57 N11#1 0.0010 2.0000 2.0000
58 N11#2 0.0010 2.0000 2.0000
59 N2#1 0.0010 2.0000 2.0000
60 N2#2 0.0010 2.0000 2.0000
61 N26#1 0.0010 2.0000 2.0000
62 N26#2 0.0010 2.0000 2.0000
63 N29#1 0.0010 2.0000 2.0000
64 N29#2 0.0010 2.0000 2.0000
65 N30#1 0.0010 2.0000 2.0000
66 N30#2 0.0010 2.0000 2.0000
67 N36#1 0.0010 2.0000 2.0000
68 N36#2 0.0010 2.0000 2.0000
69 N51#1 0.0010 2.0000 2.0000
70 N51#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 N43#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
2 N43#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
3 N42#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
4 N42#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
5 N50#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
6 N50#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
7 N47#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
8 N47#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
9 N54#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
10 N54#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
11 N52#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
12 N52#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
13 N48#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
14 N48#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
15 N45#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
16 N45#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
17 N53#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
18 N53#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
19 N38#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
20 N38#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
21 N37#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
22 N37#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
23 N31#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
24 N31#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
25 N28#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
26 N28#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
27 N27#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
28 N27#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
29 N35#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
30 N35#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
31 N23#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
32 N23#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
33 N22#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
34 N22#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
35 N21#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
36 N21#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
37 N20#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
38 N20#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
39 N19#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
40 N19#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
41 N18#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
42 N18#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
43 N17#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
44 N17#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
45 N10#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
46 N10#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
47 N8#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
48 N8#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
49 N7#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
50 N7#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
51 N6#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
52 N6#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
53 N5#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
54 N5#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
55 N4#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
56 N4#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
57 N11#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
58 N11#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
59 N2#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
60 N2#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
61 N26#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
62 N26#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
63 N29#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
64 N29#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
65 N30#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
66 N30#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
67 N36#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
68 N36#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
69 N51#1 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
70 N51#2 1 IC Abs Loss SCS curvilinear DESIGN DESIGN
Total Number of Subcatchments... 70
Total Tributary Area (hectares). 13.42
Impervious Area (hectares)...... 5.76
Pervious Area (hectares)........ 7.66
Total Width (hectares).......... 2029.70
Percent Imperviousness.......... 42.92
###################################################
# 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
N43 No Tributary Channel/Pipes
Tributary Subareas........ N43#1 N43#2
N42 No Tributary Channel/Pipes
Tributary Subareas........ N42#1 N42#2
N50 No Tributary Channel/Pipes
Tributary Subareas........ N50#1 N50#2
N47 No Tributary Channel/Pipes
Tributary Subareas........ N47#1 N47#2
N54 No Tributary Channel/Pipes
Tributary Subareas........ N54#1 N54#2
N52 No Tributary Channel/Pipes
Tributary Subareas........ N52#1 N52#2
N48 No Tributary Channel/Pipes
Tributary Subareas........ N48#1 N48#2
N45 No Tributary Channel/Pipes
Tributary Subareas........ N45#1 N45#2
N53 No Tributary Channel/Pipes
Tributary Subareas........ N53#1 N53#2
N38 No Tributary Channel/Pipes
Tributary Subareas........ N38#1 N38#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
N35 No Tributary Channel/Pipes
Tributary Subareas........ N35#1 N35#2
N23 No Tributary Channel/Pipes
Tributary Subareas........ N23#1 N23#2
N22 No Tributary Channel/Pipes
Tributary Subareas........ N22#1 N22#2
N21 No Tributary Channel/Pipes
Tributary Subareas........ N21#1 N21#2
N20 No Tributary Channel/Pipes
Tributary Subareas........ N20#1 N20#2
N19 No Tributary Channel/Pipes
Tributary Subareas........ N19#1 N19#2
N18 No Tributary Channel/Pipes
Tributary Subareas........ N18#1 N18#2
N17 No Tributary Channel/Pipes
Tributary Subareas........ N17#1 N17#2
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
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
N51 No Tributary Channel/Pipes
Tributary Subareas........ N51#1 N51#2
***********************************************************
* Hydrographs will be stored for the following 35 INLETS *
***********************************************************
N43 N42 N50 N47 N54 N52
N48 N45 N53 N38 N37 N31
N28 N27 N35 N23 N22 N21
N20 N19 N18 N17 N10 N8
N7 N6 N5 N4 N11 N2
N26 N29 N30 N36 N51
************************************************
* 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
------------- ------- -------- ------------- ------- --------
N43#1 2008 540 N43#2 2004 540 N42#1 2784 540
N42#2 1996 540 N50#1 2784 540 N50#2 2000 540
N47#1 2044 540 N47#2 4016 1080 N54#1 2040 540
N54#2 1996 540 N52#1 2784 540 N52#2 4256 1080
N48#1 2784 540 N48#2 2000 540 N45#1 2044 540
N45#2 4024 1080 N53#1 1768 540 N53#2 2004 540
N38#1 2016 540 N38#2 1992 540 N37#1 2020 540
N37#2 4048 1080 N31#1 2020 540 N31#2 4048 1080
N28#1 2020 540 N28#2 4048 1080 N27#1 2012 540
N27#2 4008 1080 N35#1 2036 540 N35#2 2036 540
N23#1 2016 540 N23#2 4060 1080 N22#1 2012 540
N22#2 2004 540 N21#1 2008 540 N21#2 4040 1080
N20#1 1980 540 N20#2 1800 540 N19#1 2024 540
N19#2 3992 1080 N18#1 2004 540 N18#2 4016 1080
N17#1 2028 540 N17#2 4120 1080 N10#1 2016 540
N10#2 1992 540 N8#1 2016 540 N8#2 1988 540
N7#1 2016 540 N7#2 1988 540 N6#1 1996 540
N6#2 1944 540 N5#1 2016 540 N5#2 1992 540
N4#1 2012 540 N4#2 1988 540 N11#1 1944 540
N11#2 4024 1080 N2#1 2008 540 N2#2 4024 1080
N26#1 2008 540 N26#2 1980 540 N29#1 2024 540
N29#2 4016 1080 N30#1 2028 540 N30#2 4056 1080
N36#1 2020 540 N36#2 4044 1080 N51#1 2784 540
N51#2 2008 540
#########################################################
# Rainfall input summary from Runoff Continuity Check #
#########################################################
Total rainfall read for gage # 1 is 130.0000 mm
Total rainfall read for gage # 1 is 90.00 minutes
************************************************************
* Table R5. CONTINUITY CHECK FOR SURFACE WATER *
* Any continuity error can be fixed by lowering the *
* wet and transition time step. The transition time *
* should not be much greater than the wet time step. *
************************************************************
Millimeters over
cubic meters Total Basin
Total Precipitation (Rain plus Snow) 1.744210E+04 130.000
Total Infiltration 2.272589E+02 1.694
Total Evaporation 0.000000E+00 0.000
Surface Runoff from Watersheds 1.721950E+04 128.341
Total Water remaining in Surface Storage 4.002882E+00 0.030
Infiltration over the Pervious Area... 2.272589E+02 2.968
--------
Infiltration + Evaporation +
Surface Runoff + Snow removal +
Water remaining in Surface Storage +
Water remaining in Snow Cover......... 1.745076E+04 130.065
Total Precipitation + Initial Storage. 1.744210E+04 130.000
The error in continuity is calculated as
***************************************
* Precipitation + Initial Snow Cover *
* - Infiltration - *
*Evaporation - Snow removal - *
*Surface Runoff from Watersheds - *
*Water in Surface Storage - *
*Water remaining in Snow Cover *
*-------------------------------------*
* Precipitation + Initial Snow Cover *
***************************************
Percent Continuity Error............... -0.0497
****************************************************
* 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.............. 1.721950E+04 128.341
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.................. 1.721024E+04 128.272
Initial Storage + Inflow.................... 1.721950E+04 128.341
Final Storage + Outflow + Diverted GW....... 1.721024E+04 128.272
********************************************
* Final Storage + Outflow + Evaporation - *
* Watershed Runoff - Groundwater Inflow - *
* Initial Channel/Pipe Storage *
* ---------------------------------- *
* Final Storage + Outflow + Evaporation *
********************************************
Percent Continuity Error.................... -0.0538
##################################################
# 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........... N43#1 N43#2 N42#1 N42#2 N50#1 N50#2
Area (hectares)........ 0.00100 0.20800 0.00100 0.28901 0.00100 0.30301
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07387 0.00000 127.05500 0.00000 127.06547
Total Losses (mm)...... 0.00000 2.90850 0.00000 2.91823 0.00000 2.91317
Remaining Depth (mm)... 0.00000 0.01762 0.00000 0.02677 0.00000 0.02135
Peak Runoff Rate (cms). 0.00000 0.12182 0.00000 0.16437 0.00000 0.17518
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.04722 0.00000 130.02140 0.00000 130.03899 0.00000
Peak Runoff Rate (cms). 0.00060 0.00000 0.00064 0.00000 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.04722 0.00000 130.02140 0.00000 130.03899 0.00000
Peak Runoff Rate (cms). 0.00060 0.00002 0.00064 0.00002 0.00064 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.04722 127.07387 130.02140 127.05500 130.03899 127.06547
Peak Runoff Rate (cms). 0.00060 0.12182 0.00064 0.16437 0.00064 0.17518
Unit Runoff (mm/hr).... 216.43892 212.59509 231.23053 206.45685 232.13751 209.87034
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 N54#1 N54#2 N52#1 N52#2
Area (hectares)........ 0.03600 0.33001 0.00100 0.21200 0.00100 0.22400
Percent Impervious..... 100.00000 18.00000 100.00000 0.00000 100.00000 9.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01949 0.00000 127.05908 0.00000 127.06722
Total Losses (mm)...... 0.00000 2.93008 0.00000 2.91636 0.00000 2.91225
Remaining Depth (mm)... 0.00000 0.05043 0.00000 0.02456 0.00000 0.02053
Peak Runoff Rate (cms). 0.00000 0.14609 0.00000 0.12135 0.00000 0.11817
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.16054 0.00000 130.01279 130.21266
Peak Runoff Rate (cms). 0.02293 0.03776 0.00064 0.00000 0.00064 0.01284
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.17886 130.14502 130.16054 0.00000 130.01279 130.21266
Peak Runoff Rate (cms). 0.02293 0.03776 0.00064 0.00002 0.00064 0.01284
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.17886 127.58209 130.16054 127.05908 130.01279 127.35031
Peak Runoff Rate (cms). 0.02293 0.18385 0.00064 0.12135 0.00064 0.13101
Unit Runoff (mm/hr).... 231.17602 202.23967 231.04109 207.78292 231.23053 212.31320
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N48#1 N48#2 N45#1 N45#2 N53#1 N53#2
Area (hectares)........ 0.00100 0.19500 0.03300 0.30401 0.00100 0.23301
Percent Impervious..... 100.00000 0.00000 100.00000 18.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.06829 0.00000 127.02921 0.00000 127.07231
Total Losses (mm)...... 0.00000 2.91167 0.00000 2.92751 0.00000 2.90941
Remaining Depth (mm)... 0.00000 0.02004 0.00000 0.04328 0.00000 0.01827
Peak Runoff Rate (cms). 0.00000 0.11323 0.00000 0.13639 0.00000 0.13614
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.01190 0.00000 130.18565 130.15223 129.83362 0.00000
Peak Runoff Rate (cms). 0.00064 0.00000 0.02102 0.03481 0.00047 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.01190 0.00000 130.18565 130.15223 129.83362 0.00000
Peak Runoff Rate (cms). 0.00064 0.00002 0.02102 0.03481 0.00047 0.00001
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.01190 127.06829 130.18565 127.59136 129.83362 127.07231
Peak Runoff Rate (cms). 0.00064 0.11323 0.02102 0.17120 0.00047 0.13614
Unit Runoff (mm/hr).... 231.23054 210.78927 231.19927 204.42971 171.89361 212.09386
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N38#1 N38#2 N37#1 N37#2 N31#1 N31#2
Area (hectares)........ 0.04300 0.25001 0.09000 0.13000 0.13200 0.19700
Percent Impervious..... 100.00000 0.00000 100.00000 30.00000 100.00000 30.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.05291 0.00000 127.08011 0.00000 127.08298
Total Losses (mm)...... 0.00000 2.91915 0.00000 2.90468 0.00000 2.90282
Remaining Depth (mm)... 0.00000 0.02795 0.00000 0.01521 0.00000 0.01420
Peak Runoff Rate (cms). 0.00000 0.14172 0.00000 0.05379 0.00000 0.08184
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.07218 0.00000 130.07835 130.15504 130.07831 130.15825
Peak Runoff Rate (cms). 0.02645 0.00000 0.05568 0.02481 0.08166 0.03761
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.07218 0.00000 130.07835 130.15504 130.07831 130.15825
Peak Runoff Rate (cms). 0.02645 0.00075 0.05568 0.02481 0.08166 0.03761
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.07218 127.05291 130.07835 128.00259 130.07831 128.00556
Peak Runoff Rate (cms). 0.02645 0.14172 0.05568 0.07860 0.08166 0.11945
Unit Runoff (mm/hr).... 223.25371 205.78349 224.57799 219.48428 224.56886 220.11413
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........... N28#1 N28#2 N27#1 N27#2 N35#1 N35#2
Area (hectares)........ 0.15200 0.22700 0.20900 0.46501 0.05000 0.02100
Percent Impervious..... 100.00000 25.00000 100.00000 35.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07923 0.00000 127.03336 0.00000 127.17798
Total Losses (mm)...... 0.00000 2.90524 0.00000 2.92628 0.00000 2.82044
Remaining Depth (mm)... 0.00000 0.01553 0.00000 0.04036 0.00000 0.00159
Peak Runoff Rate (cms). 0.00000 0.10050 0.00000 0.16636 0.00000 0.01323
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.07885 130.17114 130.05504 130.09521 130.14179 0.00000
Peak Runoff Rate (cms). 0.09408 0.03613 0.12597 0.10195 0.03178 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.07885 130.17114 130.05504 130.09521 130.14179 0.00000
Peak Runoff Rate (cms). 0.09408 0.03613 0.12597 0.10195 0.03178 0.00090
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.07885 127.85221 130.05504 128.10501 130.14179 127.17798
Peak Runoff Rate (cms). 0.09408 0.13664 0.12597 0.26831 0.03178 0.01323
Unit Runoff (mm/hr).... 224.67845 218.50176 218.78846 209.45794 230.69722 228.76684
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........... N23#1 N23#2 N22#1 N22#2 N21#1 N21#2
Area (hectares)........ 0.00100 0.59101 0.00100 0.21300 0.00100 0.33001
Percent Impervious..... 100.00000 55.00000 100.00000 0.00000 100.00000 55.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.12635 0.00000 127.07688 0.00000 127.09315
Total Losses (mm)...... 0.00000 2.86867 0.00000 2.90670 0.00000 2.89576
Remaining Depth (mm)... 0.00000 0.00498 0.00000 0.01642 0.00000 0.01109
Peak Runoff Rate (cms). 0.00000 0.16499 0.00000 0.12531 0.00000 0.08933
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06281 130.13473 130.05605 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.00061 0.20638 0.00060 0.00000 0.00060 0.11393
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06281 130.13473 130.05605 0.00000 130.04722 130.09879
Peak Runoff Rate (cms). 0.00061 0.20638 0.00060 0.00002 0.00060 0.11393
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.06281 128.78096 130.05605 127.07688 130.04722 128.74625
Peak Runoff Rate (cms). 0.00061 0.37137 0.00060 0.12531 0.00060 0.20326
Unit Runoff (mm/hr).... 220.94779 228.10224 219.08117 213.55159 216.43892 223.59182
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N20#1 N20#2 N19#1 N19#2 N18#1 N18#2
Area (hectares)........ 0.72902 0.31301 0.12400 0.70702 0.09000 0.43001
Percent Impervious..... 100.00000 0.00000 100.00000 35.00000 100.00000 10.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 126.88640 0.00000 127.00660 0.00000 127.00788
Total Losses (mm)...... 0.00000 2.94494 0.00000 2.93290 0.00000 2.93264
Remaining Depth (mm)... 0.00000 0.16866 0.00000 0.06050 0.00000 0.05947
Peak Runoff Rate (cms). 0.00000 0.14844 0.00000 0.24402 0.00000 0.20582
Total Impervious Area
---------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.00000 0.07771 0.15305 0.05308 0.02739
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 129.98604 0.00000 130.09582 130.07807 130.03981 130.18311
Peak Runoff Rate (cms). 0.39732 0.01125 0.07771 0.15305 0.05308 0.02739
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 129.98604 126.88640 130.09582 128.08161 130.03981 127.32541
Peak Runoff Rate (cms). 0.39732 0.14844 0.07771 0.39707 0.05308 0.23321
Unit Runoff (mm/hr).... 197.84345 172.14846 227.48163 203.87060 214.09498 196.87183
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N17#1 N17#2 N10#1 N10#2 N8#1 N8#2
Area (hectares)........ 0.02700 0.11000 0.23001 0.11000 0.22000 0.10000
Percent Impervious..... 100.00000 10.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.05157 0.00000 127.05202 0.00000 127.04012
Total Losses (mm)...... 0.00000 2.91971 0.00000 2.91952 0.00000 2.92408
Remaining Depth (mm)... 0.00000 0.02872 0.00000 0.02846 0.00000 0.03580
Peak Runoff Rate (cms). 0.00000 0.05601 0.00000 0.06227 0.00000 0.05559
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.07222 0.00000 130.06451 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.14146 0.00000 0.13418 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.10164 130.20707 130.07222 0.00000 130.06451 0.00000
Peak Runoff Rate (cms). 0.01697 0.00701 0.14146 0.00401 0.13418 0.00380
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.10164 127.36712 130.07222 127.05202 130.06451 127.04012
Peak Runoff Rate (cms). 0.01697 0.06301 0.14146 0.06227 0.13418 0.05559
Unit Runoff (mm/hr).... 228.19345 207.94322 223.26352 205.50022 221.39163 201.79573
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........... N7#1 N7#2 N6#1 N6#2 N5#1 N5#2
Area (hectares)........ 0.21000 0.09800 0.68701 0.29501 0.22500 0.10300
Percent Impervious..... 100.00000 0.00000 100.00000 0.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.04141 0.00000 126.97952 0.00000 127.04819
Total Losses (mm)...... 0.00000 2.92363 0.00000 2.93730 0.00000 2.92109
Remaining Depth (mm)... 0.00000 0.03496 0.00000 0.08318 0.00000 0.03072
Peak Runoff Rate (cms). 0.00000 0.05458 0.00000 0.15186 0.00000 0.05796
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06227 0.00000 130.02381 0.00000 130.06857 0.00000
Peak Runoff Rate (cms). 0.12774 0.00000 0.39538 0.00000 0.13785 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06227 0.00000 130.02381 0.00000 130.06857 0.00000
Peak Runoff Rate (cms). 0.12774 0.00362 0.39538 0.01120 0.13785 0.00390
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.06227 127.04141 130.02381 126.97952 130.06857 127.04819
Peak Runoff Rate (cms). 0.12774 0.05458 0.39538 0.15186 0.13785 0.05796
Unit Runoff (mm/hr).... 220.80467 202.18559 208.91269 186.86856 222.40678 204.28311
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Perv. Intensity (mm/hr) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Pervious C ............ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious Tc. (mins).. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Imp. Intensity (mm/hr). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Impervious C .......... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area (Ha)...... 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Tc........ 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Partial Area Intensity. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Subcatchment........... N4#1 N4#2 N11#1 N11#2 N2#1 N2#2
Area (hectares)........ 0.45401 0.19400 0.00100 0.80202 0.00100 0.33001
Percent Impervious..... 100.00000 0.00000 100.00000 8.00000 100.00000 10.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.03965 0.00000 127.01298 0.00000 127.01930
Total Losses (mm)...... 0.00000 2.92424 0.00000 2.93158 0.00000 2.93012
Remaining Depth (mm)... 0.00000 0.03611 0.00000 0.05544 0.00000 0.05057
Peak Runoff Rate (cms). 0.00000 0.10777 0.00000 0.39495 0.00000 0.16030
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.06167 0.00000 129.94585 130.19957 130.04722 130.18973
Peak Runoff Rate (cms). 0.27595 0.00000 0.00052 0.04087 0.00060 0.02102
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.06167 0.00000 129.94585 130.19957 130.04722 130.18973
Peak Runoff Rate (cms). 0.27595 0.00781 0.00052 0.04087 0.00060 0.02102
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.06167 127.03965 129.94585 127.26791 130.04722 127.33635
Peak Runoff Rate (cms). 0.27595 0.10777 0.00052 0.43582 0.00060 0.18132
Unit Runoff (mm/hr).... 220.64253 201.65230 188.82768 197.26127 216.43892 199.45391
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).... 130.00000 130.00000 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.01729 0.00000 127.04974 0.00000 127.09616
Total Losses (mm)...... 0.00000 2.93060 0.00000 2.92047 0.00000 2.89353
Remaining Depth (mm)... 0.00000 0.05211 0.00000 0.02979 0.00000 0.01030
Peak Runoff Rate (cms). 0.00000 0.01884 0.00000 0.16359 0.00000 0.06567
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.04747 0.00000 130.09187 130.08956 130.10072 130.18232
Peak Runoff Rate (cms). 0.01372 0.00000 0.08252 0.13108 0.05781 0.02562
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.04747 0.00000 130.09187 130.08956 130.10072 130.18232
Peak Runoff Rate (cms). 0.01372 0.00039 0.08252 0.13108 0.05781 0.02562
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.04747 127.01729 130.09187 128.32647 130.10072 127.92943
Peak Runoff Rate (cms). 0.01372 0.01884 0.08252 0.29467 0.05781 0.09130
Unit Runoff (mm/hr).... 216.51730 195.40276 226.93005 213.93268 228.08815 222.42037
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 N51#1 N51#2
Area (hectares)........ 0.10500 0.17000 0.00100 0.14300
Percent Impervious..... 100.00000 27.00000 100.00000 0.00000
Total Rainfall (mm).... 130.00000 130.00000 130.00000 130.00000
Max Intensity (mm/hr).. 229.32000 229.32000 229.32000 229.32000
Pervious Area
-------------
Total Runoff Depth (mm) 0.00000 127.07708 0.00000 127.08216
Total Losses (mm)...... 0.00000 2.90657 0.00000 2.90336
Remaining Depth (mm)... 0.00000 0.01634 0.00000 0.01448
Peak Runoff Rate (cms). 0.00000 0.07303 0.00000 0.08477
Total Impervious Area
---------------------
Total Runoff Depth (mm) 130.08003 130.16181 130.01002 0.00000
Peak Runoff Rate (cms). 0.06506 0.02922 0.00064 0.00000
Impervious Area with depression storage
---------------------------------------
Total Runoff Depth (mm) 130.08003 130.16181 130.01002 0.00000
Peak Runoff Rate (cms). 0.06506 0.02922 0.00064 0.00002
Impervious Area without depression storage
------------------------------------------
Total Runoff Depth (mm) 0.00000 0.00000 0.00000 0.00000
Peak Runoff Rate (cms). 0.00000 0.00000 0.00000 0.00000
Total Area
----------
Total Runoff Depth (mm) 130.08003 127.90996 130.01002 127.08216
Peak Runoff Rate (cms). 0.06506 0.10225 0.00064 0.08477
Unit Runoff (mm/hr).... 224.91094 218.32544 231.23054 215.19202
Rational Formula
----------------
Pervious Tc. (mins).... 0.00000 0.00000 0.00000 0.00000
Perv. Intensity See the original
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