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Flood Investigation & Stormwater Quantity Management Plan
Attached to the e-mail Doonella Stage C (Email 4 of 7) IDAS Forms 1 & 6 and Flood Investigation - OPW14/0197.
Plans and drawings
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Log in to see the plans as drawnFlood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C
8.000 0.249 0.100
8.200 0.367 0.170
8.250 0.396 0.180
8.400 0.485 0.210
8.500 0.545 0.230
8.750 0.694 0.270
9.000 0.845 0.310
9.100 0.906 0.520
9.250 0.998 0.950
9.300 1.029 1.020
9.500 1.153 1.980
7.50
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#3
#####START_OUTLET_STRUCTURE#4
diversion of flows higher than minor design storm
#####LOCATED_AT_C3
#####H_S_Q
#####START_OUTLET_DETAILS
2
#####HSQ
1.00 0.00
#####DIRECTED_TO_C2
TOP
0.00
#####HSQ
1.00 0.00
#####DIRECTED_TO_OUT
BOTTOM
0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
4
0.000 0.000 0.000 0.000
1.000 0.000 0.080 0.000
2.000 0.000 0.080 0.080
3.000 0.000 0.080 10.000
0.00
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#4
#####END_OUTLET_STRUCTURES_BLOCK###|###########|###########|###########|
#####START_STORM_BLOCK#############|###########|###########|###########|
18
#####START_STORM#1
2 Year ARI 60 Mins Duration DESIGN STORM
2.00
2.00
#####START_DESIGN_RAIN
2 60 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
D3 25.00 2.50 1.00
B09182.W-02A
[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN
Proposed Residential Development at Doonella - Stage C Smart Water
8.000 0.249 0.100
8.200 0.367 0.170
8.250 0.396 0.180
8.400 0.485 0.210
8.500 0.545 0.230
8.750 0.694 0.270
9.000 0.845 0.310
9.100 0.906 0.520
9.250 0.998 0.950
9.300 1.029 1.020
9.500 1.153 1.980
7.50
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#3
#####START_OUTLET_STRUCTURE#4
diversion of flows higher than minor design storm
###4#LOCATED_AT_C3
#H#HHHH_S_Q
#####START_OUTLET_DETAILS
2
#HHHEHSQ
1.00 0.00
#####DIRECTED_TO_C2
TOP
0.00
#HHHEHSQ
1.00 0.00
#####DIRECTED_TO_OUT
BOTTOM
0.00
#####END_OUTLET_DETAILS
#####START_BASIN_DETAILS
4
0.000 0.000 0.000 0.000
1.000 0.000 0.080 0.000
2.000 0.000 0.080 0.080
3.000 0.000 0.080 10.000
0.00
0.00
1.00
#####END_BASIN_DETAILS
#####END_OUTLET_STRUCTURE#4
#####END_OUTLET_STRUCTURES_BLOCK### | #4444 44444 | HEHEHE | SH |
#HHHHESTART_STORM_BLOCK # HEHEHE | JE HE EAE | SE | SH |
18
##4##START_STORM#L
2 Year ARI 60 Mins Duration DESIGN STORM
2.00
2.00
#####START_DESIGN_RAIN
2 60 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
Bl 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
B09182.W-02A
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