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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

A
       0.000        0.000           1.999       0.557       0.000    0.000     2.556       0.000
B1
       2.556       0.000       1.638       2.347       0.000       0.000       6.540       0.000
Dodonaea
       6.540       0.000       0.000       0.000       0.000       0.000       6.539       0.001
B2
       6.547       0.000       0.811       0.952       0.000       0.000       8.304       0.006
C1
       0.000       0.000       0.569       1.344       0.000       0.000       1.913       0.000
C3
       0.000       0.000       0.036       0.182       0.000       0.000       0.218       0.000
C2
       0.211       0.000       0.522       1.550       0.000       0.000       2.283       0.002
Twigrush
       4.195       0.000       0.000       0.000       0.000       0.000       4.195       0.000
D3
       0.000       0.000       1.359       0.607       0.000       0.000       1.966       0.000
D1
       0.000       0.000       0.234       0.254      12.521       0.000      13.009       0.000
D2
      14.974       0.000       1.911       3.961       0.000       0.000      20.833       0.014
OUT
      20.833       0.000       0.000       0.000       0.007       0.000      20.839       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     0.778     0.252     0.000      0.994     0.994
B1            0        0.994   0.792     0.653     0.990     0.000      2.239     2.239
Dodonaea      1        2.239   2.239     0.000     0.000     0.000      2.239     1.382
B2            1        1.382   1.284     0.354     0.419     0.000      1.532     1.532
C1            0        0.000   0.000     0.261     0.583     0.000      0.844     0.844
C3            1        0.000   0.000     0.021     0.086     0.000      0.107     0.107
C2            0        0.080   0.068     0.243     0.667     0.000      0.970     0.970
Twigrush      1        1.814   1.814     0.000     0.000     0.000      1.814     1.642
D3            0        0.000   0.000     0.553     0.273     0.000      0.817     0.817
D1            0        0.000   0.000     0.119     0.118     2.901      3.100     3.100
D2            0        3.887   3.203     0.748     1.625     0.000      5.181     5.181
OUT           0        5.181   5.181     0.000     0.000     0.027      5.181     5.181
#####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     40.0     35.0      0.0     35.0     35.0
B1            0      35.0     43.3     40.0     35.0      0.0     40.0     40.0
Dodonaea      1      40.0     40.0      0.0      0.0      0.0     40.0     56.7
B2            1      56.7     61.7     35.0     35.0      0.0     61.7     61.7
C1            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      25.0     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     38.3
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     38.3     38.3     38.3
D2            0      36.7     43.3     40.0     35.0      0.0     40.0     40.0
OUT           0      40.0     40.0      0.0      0.0     35.0     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       6.540      6.539     0.002    0.000
B2                          0.000       8.304      8.304     0.000    0.000
C3                          0.000       0.218      0.218     0.000    0.000


B09182.W-02A


[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan BROWN

 

Proposed Residential Development at Doonella - Stage C Smart Water
A

0.000 0.000 1.999 0.557 0.000 0.000 2.556 0.000
B1

2.556 0.000 1.638 2.347 0.000 0.000 6.540 0.000
Dodonaea

6.540 0.000 0.000 0.000 0.000 0.000 6.539 0.001
B2

6.547 0.000 0.811 0.952 0.000 0.000 8.304 0.006
cl

0.000 0.000 0.569 1.344 0.000 0.000 1.913 0.000
3

0.000 0.000 0.036 0.182 0.000 0.000 0.218 0.000
c2

0.211 0.000 0.522 1.550 0.000 0.000 2.283 0.002
Twigrush

4.195 0.000 0.000 0.000 0.000 0.000 4.195 0.000
D3

0.000 0.000 1.359 0.607 0.000 0.000 1.966 0.000
D1

0.000 0.000 0.234 0.254 12.521 0.000 13.009 0.000
D2

14.974 0.000 1.911 3.961 0.000 0.000 20.833 0.014
OUT

20.833 0.000 0.000 0.000 0.007 0.000 20.839 0.000

##HAHEND_VOLUME_SUMMAR Y #4444444 EEE EEE A HEE AEE HEE HE EAE AE

##HHHSTART_PEAK_SUMMAR Y #444 AH A AH A HA AE A AE EEE

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 0.778 0.252 0.000 0.994 0.994
Bl 0 0.994 0.792 0.653 0.990 0.000 2.239 2.239
Dodonaea 1 2.239 2.239 0.000 0.000 0.000 2.239 1.382
B2 1 1.382 1.284 0.354 0.419 0.000 1.532 1.532
cl 0 0.000 0.000 0.261 0.583 0.000 0.844 0.844
c3 1 0.000 0.000 0.021 0.086 0.000 0.107 0.107
c2 0 0.080 0.068 0.243 0.667 0.000 0.970 0.970
Twigrush 1 1.814 1.814 0.000 0.000 0.000 1.814 1.642
D3 0 0.000 0.000 0.553 0.273 0.000 0.817 0.817
Dl 0 0.000 0.000 0.119 0.118 2.901 3.100 3.100
D2 0 3.887 3.203 0.748 1.625 0.000 5.181 5.181
OUT 0 5.181 5.181 0.000 0.000 0.027 5.181 5.181

#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 40.0 35.0 0.0 35.0 35.0
Bl 0 35.0 43.3 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 56.7
B2 1 56.7 61.7 35.0 35.0 0.0 61.7 61.7
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 25.0 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 38.3
D3 0 0.0 0.0 40.0 35.0 0.0 35.0 35.0
Dl 0 0.0 0.0 35.0 35.0 38.3 38.3 38.3
D2 0 36.7 43.3 40.0 35.0 0.0 40.0 40.0
OUT 0 40.0 40.0 0.0 0.0 35.0 40.0 40.0

#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 6.540 6.539 0.002 0.000
B2 0.000 8.304 8.304 0.000 0.000
c3 0.000 0.218 0.218 0.000 0.000

 

B09182.W-02A
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