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Pre-Request Response Application 132001.210310.1
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Flood Investigation & Storm water Quantity Management Plan BROWN
s",_,lfiter
Proposed Residential Development at Doonella -
Stage C
OUT 0 1.698 1.698 0.000 0.000 0.000 1.698 1.698
#####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 0 0.0 0.0 35.0 25.0 0.0 35.0 35.0
B1 0 35.0 45.0 35.0 25.0 0.0 25.0 25.0
Dodonaea 1 25.0 25.0 0.0 0.0 0.0 25.0 48.3
B2 1 48.3 55.0 35.0 25.0 0.0 35.0 35.0
C1 0 0.0 0.0 35.0 25.0 0.0 25.0 25.0
C3 1 0.0 0.0 25.0 25.0 0.0 25.0 25.0
C2 0 25.0 30.0 35.0 25.0 0.0 25.0 25.0
TWigrush 1 25.0 25.0 0.0 0.0 0.0 25.0 46.7
03 0 0.0 0.0 35.0 25.0 0.0 25.0 25.0
01 0 0.0 0.0 30.0 25.0 35.0 35.0 35.0
02 0 35.0 46.7 35.0 25.0 0.0 35.0 35.0
OUT 0 35.0 35.0 0.0 0.0 0.0 35.0 35.0
#####END_TIME-SUMMARY###########################################################
#####START_OUTLET_STRUCTURE-SUMMARY######################################
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
(volumes in thousands m3)
Dodonaea 0.001 2.047 2.046 0.002 0.000
B2 0.000 2.621 2.621 0.000 0.000
c3 0.000 0.081 0.081 0.000 0.000
TWigrush 0.000 1.493 1.493 0.000 0.000
SUBAREA INFLOW OUTFLOW INFLOW MAX.VOL MAX.WATER
PEAK PEAK VOLUME STORED ELEVATION
(m3/s) (m3/s) (m3 E3) (m3 E3) (metres)
Dodonaea 0.830 0.482 2.047 0.479 10.810
B2 0.631 0.631 2.621 0.000 0.631
c3 0.063 0.063 0.081 0.000 0.791
TWigrush 0.943 0.302 1.493 0.814 8.948
#####END_OUTLET_STRUCTURE-SUMMARY########################################
#####END_RESULTS_STORM_l
#####START_STORM#5
5 Year ARI 90 Mins Duration DESIGN STORM
2.00
2.00
#####START_DESIGN_RAIN
5 90 1.00
IFD_COEFFS_IN_THIS_FILE
1
Q_Beckmans 3UNKNOWN 0.00 0.00 27.00 52.03 10.34 3.46
93.95 24.00 8.66 4.40 17.60 0.11 1400.00 25 0.87 (-
26.41,153.03)
#####END_DESIGN_RAIN
#####START_CALC_RAINGAUGE-WEIGHTS
#####END_CALC_RAINGAUGE_WEIGHTS
#####START_LOSS_RATES
A 25.00 2.50 1.00
B1 25.00 2.50 1.00
Dodonaea 25.00 2.50 1.00
B2 25.00 2.50 1.00
C1 25.00 2.50 1.00
C3 25.00 2.50 1.00
C2 25.00 2.50 1.00
TWi grush 25.00 2.50 1.00
03 25.00 2.50 1.00
01 25.00 2.50 1.00
02 25.00 2.50 1.00
OUT 25.00 2.50 1.00
#####END_LOSS_RATES
#####START_RECORDED_HYDROGRAPHS
0
B09182.W-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan
BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
OUT 0 1.698 1.698 0.000 0.000 0.000 1.698 1.698
#HHEHEND_PEAK_SUMMARY
##4##START_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 35.0 25.0 0.0 35.0 35.0
B1 0 35.0 45.0 35.0 25.0 0.0 25.0 25.0
Dodonaea 1 25.0 25.0 0.0 0.0 0.0 25.0 48.3
B2 1 48.3 55.0 35.0 25.0 0.0 35.0 35.0
cl 0 0.0 0.0 35.0 25.0 0.0 25.0 25.0
c3 1 0.0 0.0 25.0 25.0 0.0 25.0 25.0
c2 0 25.0 30.0 35.0 25.0 0.0 25.0 25.0
Twigrush 1 25.0 25.0 0.0 0.0 0.0 25.0 46.7
D3 0 0.0 0.0 35.0 25.0 0.0 25.0 25.0
bl 0 0.0 0.0 30.0 25.0 35.0 35.0 35.0
D2 0 5.0 46.7 35.0 25.0 0.0 35.0 35.0
OUT 0 5.0 35.0 0.0 0.0 0.0 35.0 35.0
#####END_TIME_SUMMARY
###HH#START_OUTLET_STRUCTURE_SUMMAR V##H HHH AEE
SUBAREA INITIAL INFLOW OUTFLOW FINAL — BALANCE
STORAGE STORAGE
(volumes in thousands m3)
Dodonaea 0.001 2.047 2.046 0.002 0.000
B2 0.000 2.621 2.621 0.000 0.000
C3 0.000 0.081 0.081 0.000 0.000
Twigrush 0.000 1.493 1.493 0.000 0.000
SUBAREA INFLOW OUTFLOW INFLOW = MAX.VOL_ MAX.WATER
PEAK PEAK VOLUME STORED ELEVATION
(m3/s) (m3/s) (m3 £3) (m3 £3) (metres)
Dodonaea 0.830 0.482 2.047 0.479 10.810
B2 0.631 0.631 2.621 0.000 0.631
gc 0.063 0.063 0.081 0.000 0.791
Twigrush 0.943 0.302 1.493 0.814 8.948
#####END_OUTLET_STRUCTURE_SUMMAR Y dH HEHEHE
#44HH#END_RESULTS_STORM_1
dHEEHESTART_STORM#5
5 Year ARI 90 Mins Duration DESIGN STORM
2.00
2.00
‘#44#44#START_DESIGN_RAIN
5 90 1.00
IFD_COEFFS_IN_THIS_FILE
1
Q_Beckmans 3UNKNOWN 0.00 0.00 27.00. 52.03 10.34 3.46
3.95 24.00 8.66 4.40 17.60 0.11 1400.00 0.87 (-
36.41,153.03)
#####END_DESIGN_RAIN
#H#HHHS TART_CALC_RAINGAUGE_WEIGHTS.
##HHHEND_CALC_RAINGAUGE_WEIGHTS
###HHESTART_LOSS_RATES.
A 25.00 2.50 1.00
B1 25.00 2.50 1.00
Dodonaea 25.00 2.50 1.00
B2 25.00 2.50 1.00
cl 25.00 2.50 1.00
C3 25.00 2.50 1.00
c2 25.00 2.50 1.00
Twigrush 25.00 2.50 1.00
D3 25.00 2.50 1.00
D1 25.00 2.50 1.00
D2 25.00 2.50 1.00
OUT 25.00 2.50 1.00
###44END_LOSS_RATES
#####S TART_RECORDED_HYDROGRAPHS
0
B09182.W-02A
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