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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.

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Flood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C


#####START_VOLUME_SUMMARY#######################################################################
SUBAREA DIRECTED IMPORTED       LOCAL      LOCAL    DIRECTED    IMPORTED     OUTFLOW     BALANCE
           TO TOP   TO TOP   PERVIOUS IMPERVIOUS   TO BOTTOM   TO BOTTOM
         (Volumes in thousands m3)
A
       0.000        0.000       1.739      0.500       0.000       0.000       2.239       0.000
B1
       2.239        0.000       1.425      2.105       0.000       0.000       5.768       0.001
Dodonaea
       5.768        0.000       0.000      0.000       0.000       0.000       5.767       0.001
B2
       5.775        0.000       0.706      0.854       0.000       0.000       7.327       0.007
C1
       0.000        0.000       0.495      1.205       0.000       0.000       1.700       0.000
C3
       0.000        0.000       0.031      0.164       0.000       0.000       0.195       0.000
C2
       0.192        0.000       0.454      1.390       0.000       0.000       2.035       0.002
Twigrush
       3.735        0.000       0.000      0.000       0.000       0.000       3.735       0.000
D3
       0.000        0.000       1.182      0.544       0.000       0.000       1.726       0.000
D1
       0.000        0.000       0.204      0.228      11.083       0.000      11.515       0.000
D2
      13.241        0.000       1.663      3.552       0.000       0.000      18.442       0.014
OUT
      18.442        0.000       0.000      0.000       0.003       0.000      18.445       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     0.679     0.226     0.000      0.862     0.862
B1            0        0.862   0.681     0.572     0.888     0.000      1.956     1.956
Dodonaea      1        1.956   1.956     0.000     0.000     0.000      1.956     1.007
B2            1        1.007   0.979     0.308     0.376     0.000      1.193     1.193
C1            0        0.000   0.000     0.229     0.523     0.000      0.752     0.752
C3            1        0.000   0.000     0.019     0.077     0.000      0.096     0.096
C2            0        0.080   0.064     0.213     0.599     0.000      0.867     0.867
Twigrush      1        1.619   1.619     0.000     0.000     0.000      1.619     1.429
D3            0        0.000   0.000     0.485     0.245     0.000      0.714     0.714
D1            0        0.000   0.000     0.105     0.106     2.585      2.757     2.757
D2            0        3.435   2.785     0.654     1.459     0.000      4.479     4.479
OUT           0        4.479   4.479     0.000     0.000     0.016      4.479     4.479
#####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     45.0     40.0     35.0      0.0     40.0     40.0
Dodonaea      1      40.0     40.0      0.0      0.0      0.0     40.0     63.3
B2            1      63.3     70.0     35.0     35.0      0.0     68.3     68.3
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      33.3     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     40.0
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      38.3     45.0     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


B09182.W-02A


[OCR of page images]
Flood Investigation & Stormwater Quantity Management Plan
Proposed Residential Development at Doonella - Stage C

BROWN

Smart Water

 

#HHHSTART_VOLUME_SUMMAR Y #4444 #444 AEE HEAT AE A AEA EAE EAE AEE AEA EAE EEE
SUBAREA DIRECTED IMPORTED LOCAL LOCAL DIRECTED IMPORTED OUTFLOW BALANCE
TO TOP TO TOP PERVIOUS IMPERVIOUS TO BOTTOM TO BOTTOM
(Volumes in thousands m3)

A

0.000 0.000 1.739 0.500 0.000 0.000 2.239 0.000
Bl

2.239 0.000 1.425 2.105 0.000 0.000 5.768 0.001
Dodonaea

5.768 0.000 0.000 0.000 0.000 0.000 5.767 0.001
B2

5.775 0.000 0.706 0.854 0.000 0.000 7.327 0.007
cl

0.000 0.000 0.495 1.205 0.000 0.000 1.700 0.000
c3

0.000 0.000 0.031 0.164 0.000 0.000 0.195 0.000
c2

0.192 0.000 0.454 1.390 0.000 0.000 2.035 0.002
Twigrush

3.735 0.000 0.000 0.000 0.000 0.000 3.735 0.000
D3

0.000 0.000 1.182 0.544 0.000 0.000 1.726 0.000
Dl

0.000 0.000 0.204 0.228 11.083 0.000 11.515 0.000
D2

13.241 0.000 1.663 3.552 0.000 0.000 18.442 0.014
OUT

18.442 0.000 0.000 0.000 0.003 0.000 18.445 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 0.679 0.226 0.000 0.862 0.862
Bl 0 0.862 0.681 0.572 0.888 0.000 1.956 1.956
Dodonaea 1 1.956 1.956 0.000 0.000 0.000 1.956 1.007
B2 1 1.007 0.979 0.308 0.376 0.000 1.193 1.193
cl 0 0.000 0.000 0.229 0.523 0.000 0.752 0.752
c3 1 0.000 0.000 0.019 0.077 0.000 0.096 0.096
c2 0 0.080 0.064 0.213 0.599 0.000 0.867 0.867
Twigrush 1 1.619 1.619 0.000 0.000 0.000 1.619 1.429
D3 0 0.000 0.000 0.485 0.245 0.000 0.714 0.714
Dl 0 0.000 0.000 0.105 0.106 2.585 2.757 2.757
D2 0 3.435 2.785 0.654 1.459 0.000 4.479 4.479
OUT 0 4.479 4.479 0.000 0.000 0.016 4.479 4.479

#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 45.0 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 63.3
B2 1 63.3 70.0 35.0 35.0 0.0 68.3 68.3
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 33.3 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 40.0
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 40.0 40.0 40.0
D2 0 38.3 45.0 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

##HHHESTART_OUTLET_STRUCTURE_SUMMAR Y#titat HH AEH HAE AEH AE AEH HEHE HE AEH HE AEE A
SUBAREA INITIAL INFLOW OUTFLOW FINAL BALANCE
STORAGE STORAGE

 

B09182.W-02A
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