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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 -
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#####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 1.739 0.500 0.000 0.000 2.239 0.000
B1
2.239 0.000 1.425 2.105 0.000 0.000 5.768 0.001
Dodonaea
5.768 0.000 0.000 0.000 0.000 0.000 5.767 0.001
B2
5.775 0.000 0.706 0.854 0.000 0.000 7.327 0.007
C1
0.000 0.000 0.495 1.205 0.000 0.000 1.700 0.000
C3
0.000 0.000 0.031 0.164 0.000 0.000 0.195 0.000
C2
0.192 0.000 0.454 1.390 0.000 0.000 2.035 0.002
TWigrush
3.735 0.000 0.000 0.000 0.000 0.000 3.735 0.000
03
0.000 0.000 1.182 0.544 0.000 0.000 1. 726 0.000
01
0.000 0.000 0.204 0.228 11.083 0.000 11.515 0.000
02
13.241 0.000 1.663 3.552 0.000 0.000 18.442 0.014
OUT
18.442 0.000 0.000 0.000 0.003 0.000 18.445 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
i ncl udi ng including
imported to imported to
TOP BOTTOM
(Discharges in m3js)
A 0 0.000 0.000 0.679 0.226 0.000 0.862 0.862
B1 0 0.862 0.681 0.572 0.888 0.000 1.956 1.956
Dodonaea 1 1.956 1.956 0.000 0.000 0.000 1.956 1.007
B2 1 1.007 0.979 0.308 0.376 0.000 1.193 1.193
C1 0 0.000 0.000 0.229 0.523 0.000 0.752 0.752
c3 1 0.000 0.000 0.019 0.077 0.000 0.096 0.096
C2 0 0.080 0.064 0.213 0.599 0.000 0.867 0.867
TWigrush 1 1.619 1.619 0.000 0.000 0.000 1.619 1.429
03 0 0.000 0.000 0.485 0.245 0.000 0.714 0.714
D1 0 0.000 0.000 0.105 0.106 2.585 2.757 2.757
02 0 3.435 2.785 0.654 1.459 0.000 4.479 4.479
OUT 0 4.479 4.479 0.000 0.000 0.016 4.479 4.479
#####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 35.0 35.0
B1 o 35.0 45.0 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 63.3
B2 1 63.3 70.0 35.0 35.0 0.0 68.3 68.3
C1 o 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c3 1 0.0 0.0 35.0 35.0 0.0 35.0 35.0
C2 o 33.3 40.0 35.0 35.0 0.0 35.0 35.0
TWigrush 1 35.0 35.0 0.0 0.0 0.0 35.0 40.0
03 o 0.0 0.0 40.0 35.0 0.0 35.0 35.0
01 0 0.0 0.0 35.0 35.0 40.0 40.0 40.0
02 0 38.3 45.0 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 35.0 40.0 40.0
#####END_TIME_SUMMARY###########################################################
#####START_OUTLET_STRUCTURE_SUMMARY######################################
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
B09182.w-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
##4##4S TART_VOLUME_SUMMARY3
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 1.739 0.500 0.000 0.000 2.239 0.000
B1
2.239 0.000 1.425 2.105 0.000 0.000 5.768 0.001
Dodonaea
5.768 0.000 0.000 0.000 0.000 0.000 5.767 0.001
B2
5.775 0.000 0.706 0.854 0.000 0.000 7.327 0.007
cl
0.000 0.000 0.495 1.205 0.000 0.000 1.700 0.000
C3
0.000 0.000 0.031 0.164 0.000 0.000 0.195 0.000
c2
0.192 0.000 0.454 1.390 0.000 0.000 2.035 0.002
Twigrush
3.735 0.000 0.000 0.000 0.000 0.000 3.735 0.000
D3
0.000 0.000 1.182 0.544 0.000 0.000 1.726 0.000
D1
0.000 0.000 0.204 0.228 11.083 0.000 11.515 0.000
D2
13.241 0.000 1.663 3.552 0.000 0.000 18.442 0.014
OUT
18.442 0.000 0.000 0.000 0.003 0.000 18.445 0.000
#HHEHAEND_VOLUME_SUMMARY3
#HHHHES TART_PEAK_SUMMARY3
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
1=exist 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 0.679 0.226 0.000 0.862 0.862
Bl 0 0.862 0.681 0.572 0.888 0.000 1.956 1.956
Dodonaea 1 1.956 1.956 0.000 0.000 0.000 1.956 1.007
B2 1 1.007 0.979 0.308 0.376 0.000 1.193 1.193
cl 0 0.000 0.000 0.229 0.523 0.000 0.752 0.752
C3 1 0.000 0.000 0.019 0.077 0.000 0.096 0.096
c2 0 0.080 0.064 0.213 0.599 0.000 0.867 0.867
Twigrush 1 1.619 1.619 0.000 0.000 0.000 1.619 1.429
D3 0 0.000 0.000 0.485 0.245 0.000 0.714 0.714
Dl 0 0.000 0.000 0.105 0.106 2.585 2.757 2.757
D2 0 3.435 2.785 0.654 1.459 0.000 4.479 4.479
OUT 0 4.479 4.479 0.000 0.000 0.016 4.479 4.479
#HEHIHEND_PEAK_SUMMARY:
#HEEHHS TART_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 0 0.0 0.0 40.0 35.0 0.0 35.0 35.0
Bl 0 35.0 45.0 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 63.3
B2 1 63.3 70.0 35.0 35.0 0.0 68.3 68.3
cl 0 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c3 1 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c2 0 33.3 40.0 35.0 35.0 0.0 35.0 35.0
Twigrush 1 35.0 35.0 0.0 0.0 0.0 35.0 40.0
D3 0 0.0 0.0 40.0 35.0 0.0 35.0 35.0
D1 0 0.0 0.0 35.0 35.0 40.0 40.0 40.0
D2 0 38.3 45.0 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 35.0 40.0 40.0
#4####END_TIME_SUMMARY3
#H#HHSTART_OUTLET_STRUCTURE_SUMMAR Y7HHHE EHH HEHEHE EEE EE
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
B09182.W-02A
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