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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
-
S17Ulrt~
Excess rainfall (mm) 84.41
Calc. runoff depth (mm) 84.33 -
from bottom subarea
Reed. runoff depth (mm) 0.00 -
from bottom subarea
calc. peak discharge (m3/s) 3.834 -
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 1.402 0.425 0.000 0.000 1.827 0.000
B1
1.827 0.000 1.149 1.791 0.000 0.000 4.766 0.001
Dodonaea
4.766 0.000 0.000 0.000 0.000 0.000 4.765 0.001
B2
4.772 0.000 0.568 0.726 0.000 0.000 6.058 0.009
C1
0.000 0.000 0.399 1.025 0.000 0.000 1.424 0.000
C3
0.000 0.000 0.025 0.139 0.000 0.000 0.164 0.000
c2
0.162 0.000 0.366 1.183 0.000 0.000 1.709 0.002
Twigrush
3.133 0.000 0.000 0.000 0.000 0.000 3.133 0.000
03
0.000 0.000 0.953 0.463 0.000 0.000 1.416 0.000
01
0.000 0.000 0.164 0.194 9.213 0.000 9.571 0.000
02
10.986 0.000 1.340 3.022 0.000 0.000 15.332 0.017
OUT
15.332 0.000 0.000 0.000 0.002 0.000 15.333 0.000
#####END_VOLUME_SUMMARY#########################################################################
#####START_PEAK-SUMMARY###############################################################
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 0.595 0.217 0.000 0.768 0.768
B1 0 0.768 0.578 0.503 0.846 0.000 1.717 1.717
Dodonaea 1 1.717 1.717 0.000 0.000 0.000 1.717 0.679
B2 1 0.679 0.677 0.274 0.360 0.000 1.074 1.074
c1 0 0.000 0.000 0.206 0.500 0.000 0.706 0.706
C3 1 0.000 0.000 0.018 0.074 0.000 0.092 0.092
c2 0 0.080 0.058 0.192 0.572 0.000 0.814 0.814
TWigrush 1 1.520 1.520 0.000 0.000 0.000 1.520 1.234
03 0 0.000 0.000 0.429 0.235 0.000 0.646 0.646
01 0 0.000 0.000 0.098 0.102 2.290 2.446 2.446
02 0 3.049 2.387 0.573 1.385 0.000 3.834 3.834
OUT 0 3.834 3.834 0.000 0.000 0.012 3.834 3.834
#####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 73.3
B2 1 73.3 78.3 35.0 35.0 0.0 35.0 35.0
c1 o 0.0 0.0 35.0 35.0 0.0 35.0 35.0
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 o 0.0 0.0 35.0 35.0 40.0 40.0 40.0
02 o 40.0 46.7 40.0 35.0 0.0 40.0 40.0
B09182.w-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
Excess rainfall (mm) = 84.41
Calc. runoff depth (mm) = 84.33 - from bottom subarea
Recd. runoff depth (mm) = 0.00 - from bottom subarea
Calc. peak discharge (m3/s) = 3.834 - from bottom subarea
Recd. peak discharge (m3/s) = 0.000 - from bottom subarea
#AHEEND_CATCHMENT_SUMMARY:
##H#H#START_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 1.402 0.425 0.000 0.000 1.827 0.000
B1
1.827 0.000 1.149 1.791 0.000 0.000 4.766 0.001
Dodonaea
4.766 0.000 0.000 0.000 0.000 0.000 4.765 0.001
B2
4.772 0.000 0.568 0.726 0.000 0.000 6.058 0.009
cl
0.000 0.000 0.399 1.025 0.000 0.000 1.424 0.000
C3
0.000 0.000 0.025 0.139 0.000 0.000 0.164 0.000
c2
0.162 0.000 0.366 1.183 0.000 0.000 1.709 0.002
Twigrush
3.433 0.000 0.000 0.000 0.000 0.000 3.133 0.000
D3
0.000 0.000 0.953 0.463 0.000 0.000 1.416 0.000
bl
0.000 0.000 0.164 0.194 9.213 0.000 9.571 0.000
D2
10.986 0.000 1.340 3.022 0.000 0.000 15.332 0.017
ouT
15.332 0.000 0.000 0.000 0.002 0.000 15.333 0.000
#####END_VOLUME_SUMMARY
#HEEHHS 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 0.595 0.217 0.000 0.768 0.768
B1 0 0.768 0.578 0.503 0.846 0.000 1.717 1.717
Dodonaea a 1.717 1.717 0.000 0.000 0.000 1.717 0.679
B2 1 0.679 0.677 0.274 0.360 0.000 1.074 1.074
cl 0 0.000 0.000 0.206 0.500 0.000 0.706 0.706
c3 1 0.000 0.000 0.018 0.074 0.000 0.092 0.092
c2 0 0.080 0.058 0.192 0.572 0.000 0.814 0.814
Twigrush 1 1.520 1.520 0.000 0.000 0.000 1.520 1.234
D3 0 0.000 0.000 0.429 0.235 0.000 0.646 0.646
D1 0 0.000 0.000 0.098 0.102 2.290 2.446 2.446
D2 0 3.049 2.387 0.573 1.385 0.000 3.834 3.834
OUT 0 3.834 3.834 0.000 0.000 0.012 3.834 3.834
#44HEND_PEAK_SUMMARY3
##4HH4START_TIME_SUMMARY:
SUBAREA OUT_STR STREAM STREAM LOCAL LOCAL DIRECTED OUTLET_STRUCTURE
1=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
B1 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 73.3
B2 1 73.3 78.3 35.0 35.0 0.0 35.0 35.0
cl 0 0.0 0.0 35.0 35.0 0.0 35.0 35.0
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 iL, 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 40.0 46.7 40.0 35.0 0.0 40.0 40.0
B09182.W-02A
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