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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.

of 43

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Flood Investigation & Stormwater Quantity Management Plan
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
         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
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
D3            0       0.0      0.0     35.0     25.0      0.0     25.0     25.0
D1            0       0.0      0.0     30.0     25.0     35.0     35.0     35.0
D2            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_1

#####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
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
#####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
#AHEND_PEAK_SUMMARY # at #4 EEE EEE TEE AEA HAE HAE AEE AEE EE

HHHHS TART_TIME_SUMMARY #444444 EEE AEE AEA HE AEH HE AEH AEE AE
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
Bl 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
Dl 0 0.0 0.0 30.0 25.0 35.0 35.0 35.0
D2 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

#AHEND_TIME_SUMMARY #4 tHE AEE HE AEH AE AE A AEE

#####START_OUTLET_STRUCTURE_SUMMAR Y #44 #44444 HEHEHE HEA HAE AEE EEE EE
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
c3 0.063 0.063 0.081 0.000 0.791
Twigrush 0.943 0.302 1.493 0.814 8.948

##H#H#HEND_OUTLET_STRUCTURE_ SUMMARY ### #4 HHH AH HA HH A AEH HHA AEH HH AEE AE
#####END_RESULTS_STORM_1

#####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 0.0 0.00 52.03 10.34 3.46
93.95 8.66

10 27.00 .
24.00 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
Dl 25.00 2.50 1.00
D2 25.00 2.50 1.00
OUT 25.00 2.50 1.00

#####END_LOSS_RATES
#####S TART_RECORDED_HYDROGRAPHS
0

 

B09182.W-02A
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