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Pre-Request Response Application 132001.210310.1
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Flood Investigation & Stormwater Quantity Management Plan BROWN
S1IUIf’t lf
Proposed Residential Development at Doonella Stage C -
c3 1 0.0 0.0 35.0 35.0 0.0 35.0 35.0
C2 0 35.0 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 41.7
03 0 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 40.0 48.3 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 0.0 40.0 40.0
#####END_TIME_SUMMARY###########################################################
#####START_OUTLET_STRUCTURE_SUMMARY######################################
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
(volumes in thousands m3)
Dodonaea 0.001 4.008 4.007 0.002 0.000
B2 0.000 5.100 5.100 0.000 0.000
c3 0.000 0.141 0.141 0.000 0.000
TWigrush 0.000 2.681 2.680 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 1.413 0.623 4.008 1.264 11.567
B2 0.931 0.931 5.100 0.000 0.931
C3 0.080 0.080 0.141 0.000 1.000
TWigrush 1.298 0.939 2.681 0.996 9.246
#####END_OUTLET_STRUCTURE_SUMMARY########################################
#####END_RESULTS_STORM_8
#####START_STORM#ll
20 Year ARI 90 Mins Duration DESIGN STORM
2.00
2.00
#####START_DESIGN_RAIN
20 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
TWigrush 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
o
#####END_RECORDED_HYDROGRAPHS
#####START_IMPORTED_HYDROGRAPHS
o
#####END_IMPORTED_HYDROGRAPHS
#####END_STORM#ll
#####START_RESULTS_STORM_ll
#####START_CATCHMENT_SUMMARY############################################
Catchment area (hectares) 18.18
Impervious percent (%) 50.46
Rainfall depth (mm) 98.74
B09182.W-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan
BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
3 1 0.0 0.0 35.0 35.0 0.0 35.0 35.0
c2 0 35.0 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 41.7
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 48.3 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 0.0 40.0 40.0
#4444END_TIME_SUMMARY
##4##START_OUTLET_STRUCTURE_S UMMAR Y #37} HHH HEHEHE
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE
(Volumes in thousands m3)
Dodonaea 0.001 4.008 4.007 0.002 0.000
B2 0.000 5.100 5.100 0.000 0.000
C3 0.000 0.141 0.141 0.000 0.000
Twigrush 0.000 2.681 2.680 0.000 0.000
SUBAREA INFLOW OUTFLOW INFLOW MAX.VOL MAX.WATER
PEAK PEAK VOLUME STORED ELEVATION
(m3/s) (m3/s) (m3 £3) (m3 E3) (metres) |
Dodonaea 1.413 0.623 4.008 1.264 11.567
B2 0.931 0.931 5.100 0.000 0.931
c3 0.080 0.080 0.141 0.000 1.000
Twigrush 1.298 0.939 2.681 0.996 9.246
#####END_OUTLET_STRUCTURE_SUMMAR Y 44H HEHEHE
##4H4HEND_RESULTS_STORM_8
#HHHESTART_STORM#11
20 Year ARI 90 Mins Duration DESIGN STORM
2.00
2.00
HHS TART_DESIGN_RAIN
20 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 0.87 (-
26.41,153.03)
#####END_DESIGN_RAIN
4HEHHEES TART_CALC_RAINGAUGE_WEIGHTS
#HHEAHEND_CALC_RAINGAUGE_WEIGHTS
###HHSTART_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
ol 25.00 2.50 1.00
D2 25.00 2.50 1.00
OUT 25.00 2.50 1.00
#4#444END_LOSS_RATES
#4HEHEHS TART_RECORDED_HYDROGRAPHS
0
#4HHHEND_RECORDED_HYDROGRAPHS,
#HHHEES TART_IMPORTED_HYDROGRAPHS
0
#4444END_IMPORTED_HYDROGRAPHS
##4HHEND_STORM#11
#HEHHSTART_RESULTS_STORM_11
#AHEHESTTART_CATCHMENT_SUMMAR Y #74 HAHAHAHAHA
Catchment area (hectares) = 18.18
Impervious percent (%) = 50.46
Rainfall depth (mm) = 98.74
B09182.W-02A
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