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Pre-Request Response Application 132001.210310.1
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Flood Investigation & Storm water Quantity Management Plan BROWN
Proposed Residential Development at Doonella Stage C -
Snuzrt Whter
#####START_RESULTS_STORM_8
#####START_CATCHMENT_SUMMARY############################################
Catchment area (hectares) 18.18
Impervious percent (%) 50.46
Rainfall depth (mm) 85.81
Excess rainfall (mm) 71.51
Calc. runoff depth (mm) 71.42 -
from bottom subarea
Reed. runoff depth (mm) 0.00 -
from bottom subarea
Calc. peak discharge (m3/s) 3.084 -
from bottom subarea
Reed. peak discharge (m3/s) 0.000 -
from bottom subarea
#####END_CATCHMENT_SUMMARY##############################################
#####START_VOLUME_SUMMARY#######################################################################
SUBAREA DIRECTED IMPORTED LOCAL LOCAL DIRECTED IMPORTED OUTFLOW BALANCE
TO TOP TO TOP PERVIOUS IMPERVIOUS TO BOTTOM TO BOTTOM
(volumes in thousands m3)
A
0.000 0.000 1.147 0.369 0.000 0.000 1.516 0.000
B1
1.516 0.000 0.940 1.554 0.000 0.000 4.008 0.001
Dodonaea
4.008 0.000 0.000 0.000 0.000 0.000 4.007 0.001
B2
4.015 0.000 0.465 0.630 0.000 0.000 5.100 0.009
C1
0.000 0.000 0.326 0.890 0.000 0.000 1.216 0.000
c3
0.000 0.000 0.020 0.121 0.000 0.000 0.141 0.000
c2
0.141 0.000 0.299 1.026 0.000 0.000 1.465 0.002
TWigrush
2.681 0.000 0.000 0.000 0.000 0.000 2.680 0.000
03
0.000 0.000 0.779 0.402 0.000 0.000 1.181 0.000
01
0.000 0.000 0.134 0.168 7.803 0.000 8.105 0.000
02
9.286 0.000 1.097 2.622 0.000 0.000 12.986 0.019
OUT
12.986 0.000 0.000 0.000 0.000 0.000 12.986 0.000
#####END_VOLUME_SUMMARY#########################################################################
#####START_PEAK_SUMMARY###############################################################
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
l=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
including including
imported to imported to
TOP BOTTOM
(Discharges in m3/s)
A o 0.000 0.000 0.484 0.188 0.000 0.623 0.623
B1 o 0.623 0.461 0.412 0.735 0.000 1.413 1.413
Dodonaea 1 1.413 1.413 0.000 0.000 0.000 1.413 0.623
B2 1 0.623 0.622 0.227 0.313 0.000 0.931 0.931
C1 o 0.000 0.000 0.167 0.434 0.000 0.601 0.601
C3 1 0.000 0.000 0.015 0.065 0.000 0.080 0.080
C2 o 0.080 0.051 0.156 0.497 0.000 0.697 0.697
TWigrush 1 1.298 1.298 0.000 0.000 0.000 1.298 0.939
03 o 0.000 0.000 0.353 0.204 0.000 0.529 0.529
01 o 0.000 0.000 0.081 0.089 1.828 1.962 1.962
02 o 2.466 1.950 0.467 1.203 0.000 3.084 3.084
OUT o 3.084 3.084 0.000 0.000 0.000 3.084 3.084
#####END_PEAK_SUMMARY#################################################################
#####START_TIME_SUMMARY#########################################################
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
l=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
(Times in minutes)
A o 0.0 0.0 40.0 35.0 0.0 40.0 40.0
B1 o 40.0 46.7 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 70.0
B2 1 70.0 75.0 40.0 35.0 0.0 35.0 35.0
C1 o 0.0 0.0 35.0 35.0 0.0 35.0 35.0
B09182.w-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
##4#4#START_RESULTS_STORM_8
#4HHHS TART_CATCHMENT_SUMMAR Y 4H HEHEHE EEE ER HR
Catchment area (hectares) = 18.18
Impervious percent (%) = 50.46
Rainfall depth (mm) = 85.81
Excess rainfall (mm) = 71.51
Calc. runoff depth (mm) = 71.42 - from bottom subarea
Recd. runoff depth (mm) = 0.00 - from bottom subarea
Calc. peak discharge (m3/s) = 3.084 - from bottom subarea
Recd. peak discharge (m3/s) = 0.000 - from bottom subarea
#HHEHEND_CATCHMENT_SUMMARY3
#HEHEHS TART_VOLUME_SUMMARY:
SUBAREA DIRECTED IMPORTED LOCAL LOCAL DIRECTED IMPORTED OUTFLOW BALANCE
TO TOP TO TOP PERVIOUS IMPERVIOUS TO BOTTOM TO BOTTOM
(Volumes in thousands m3)
A
0.000 0.000 1.147 0.369 0.000 0.000 1.516 0.000
BL
1.516 0.000 0.940 1.554 0.000 0.000 4.008 0.001
Dodonaea
4.008 0.000 0.000 0.000 0.000 0.000 4.007 0.001
B2
4.015 0.000 0.465 0.630 0.000 0.000 5.100 0.009
cl
0.000 0.000 0.326 0.890 0.000 0.000 1.216 0.000
c3
0.000 0.000 0.020 0.121 0.000 0.000 0.141 0.000
c2
0.141 0.000 0.299 1.026 0.000 0.000 1.465 0.002
Twigrush
2.681 0.000 0.000 0.000 0.000 0.000 2.680 0.000
D3
0.000 0.000 0.779 0.402 0.000 0.000 1.181 0.000
bl
0.000 0.000 0.134 0.168 7.803 0.000 8.105 0.000
D2
9.286 0.000 1.097 2.622 0.000 0.000 12.986 0.019
OUT
12.986 0.000 0.000 0.000 0.000 0.000 12.986 0.000
#####END_VOLUME_SUMMARY:
#####S TART_PEAK_SUMMARY:
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
1sexist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
including including
imported to imported to
TOP BOTTOM
(Discharges in m3/s)
A 0 0.000 0.000 0.484 0.188 0.000 0.623 0.623
Bl 0 0.623 0.461 0.412 0.735 0.000 1.413 1.413
Dodonaea 1 1.413 1.413 0.000 0.000 0.000 1.413 0.623
B2 1 0.623 0.622 0.227 0.313 0.000 0.931 0.931
c1 0 0.000 0.000 0.167 0.434 0.000 0.601 0.601
c3 1 0.000 0.000 0.015 0.065 0.000 0.080 0.080
c2 0 0.080 0.051 0.156 0.497 0.000 0.697 0.697
Twigrush 1 1.298 1.298 0.000 0.000 0.000 1.298 0.939
D3 0 0.000 0.000 0.353 0.204 0.000 0.529 0.529
D1 0 0.000 0.000 0.081 0.089 1.828 1.962 1.962
D2 0 2.466 1.950 0.467 1.203 0.000 3.084 3.084
OUT 0 3.084 3.084 0.000 0.000 0.000 3.084 3.084
##H#H4END_PEAK_SUMMARY:
##444START_TIME_SUMMARY3
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
l=exist TOP BOTTOM PERVIOUS IMPERVIOUS TO BOTTOM INFLOW OUTFLOW
(Times in minutes)
A 0 0.0 0.0 40.0 35.0 0.0 40.0 40.0
B1 0 40.0 46.7 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 70.0
B2 1 70.0 75.0 40.0 35.0 0.0 35.0 35.0
cl 0 0.0 0.0 35.0 35.0 0.0 35.0 35.0
B09182.W-02A
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