Skip to the record
Accept no substitutions.

Council archive · source document

Pre-Request Response Application 132001.210310.1

of 54

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

Very large file (35.1 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.

Flood Investigation & Storm water Quantity Management Plan                                                               BROWN
                                                                                                                               S"’_’lfiter
Proposed Residential Development at Doonella Stage C  -




                      (Times in minutes)
A                 0      0.0          0.0        40.0         35.0        0.0         40.0      40.0

B1                0     40.0          48.3       40.0         35.0        0.0         40.0      40.0
Dodonaea          1     40.0          40.0        0.0            0.0      0.0         40.0      66.7

B2                1     66.7          73.3       40.0         35.0        0.0         40.0      40.0

C1                0      0.0          0.0        40.0         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     35.0          40.0       40.0         35.0        0.0         35.0      35.0

TWigrush          1     35.0          35.0        0.0            0.0      0.0         35.0      43.3

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      43.3          41.7      41.7

D2                0     41.7          50.0       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             3.446          3.445        0.002         0.000

B2                         0.000             4.390          4.390        0.000         0.000

C3                         0.000             0.124          0.124        0.000         0.000

TWigrush                   0.000             2.343          2.343        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                    1.187            0.580          3.446        0.937         11.311

B2                         0.829             0.829          4.390        0.000         0.829

C3                         0.071             0.071          0.124        0.000         0.885

TWigrush                    1.128            0.694          2.343        0.943          9.161

#####END_OUTLET_STRUCTURE-SUMMARY########################################


#####END_RESULTS_STORM_5


#####START_STORM#8
10 Year ARI 90 Mins Duration DESIGN STORM
           2.00
           2.00

#####START_DESIGN_RAIN
            10            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_CAL(_RAINGAUGE-WEIGHTS
#####END_CAL(_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
              o

#####END_RECORDED_HYDROGRAPHS
#####START_IMPORTED_HYDROGRAPHS
              o
#####END_IMPORTED_HYDROGRAPHS
#####END_STORM#8




B09182.w-02A


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

BROWN

 

 

Proposed Residential Development at Doonella - Stage C Smart Water
(Times in minutes)
A 0 0.0 0.0 40.0 35.0 0.0 40.0 40.0
Bl 0 40.0 48.3 40.0 35.0 0.0 40.0 40.0
Dodonaea 1 40.0 40.0 0.0 0.0 0.0 40.0 66.7
B2 1 66.7 73.3 40.0 35.0 0.0 40.0 40.0
cl 0 0.0 0.0 40.0 35.0 0.0 35.0 35.0
co t 0.0 0.0 35.0 35.0 0.0 35.0 35.0
ca 0 35.0 40.0 40.0 35.0 0.0 35.0 35.0
Twigrush 1 35.0 35.0 0.0 0.0 0.0 35.0 43.3
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 43.3 41.7 41.7
D2 0 41.7 50.0 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
#4444 END_TIME_SUMMARY
#HHHHIS TART_OUTLET_STRUCTURE_SUMMAR V## HH HHH HHH HEE
SUBAREA INITIAL INFLOW — OUTFLOW FINAL BALANCE
STORAGE STORAGE
(volumes in thousands m3)
Dodonaea 0.001 3.446 3.445 0.002 0.000
B2 0.000 4.390 4.390 0.000 0.000
c3 0.000 0.124 0.124 0.000 0.000
Twigrush 0.000 2.343 2.343 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 1.187 0.580 3.446 0.937 11.311
B2 0.829 0.829 4.390 0.000 0.829
c3 0.071 0.071 0.124 0.000 0.885
Twigrush 1.128 0.694 2.343 0.943 9.161
#####END_OUTLET_STRUCTURE_SUMMAR Y#HHHHEHHEH HAHAHA
#4444 END_RESULTS_STORM_5
##4HHSTART_STORM#8
10 Year ARI 90 Mins Duration DESIGN STORM
2.00
2.00
#44H#H#START_DESIGN_RAIN
10 90 1.00
IFD_COEFFS_IN_THIS_FILE
1
Q_Beckmans 3BUNKNOWN 0.00 0.00 27.00 52.03 10.34 3.46
93.95 00 8.66 4.40 17.60 0.11 1400.00 0.87 (-

26.41,153.03) |
#####END_DESIGN_RAIN

#HHHS TART_CALC_RAINGAUGE_WEIGHTS.
#HHHFHEND_CALC_RAINGAUGE_WEIGHTS,
##HHHSTART_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
bl 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
#####END_RECORDED_HYDROGRAPHS
#####START_IMPORTED_HYDROGRAPHS
0
##4###END_IMPORTED_HYDROGRAPHS
#HHHHEND_STORM#8

 

B09182.W-02A

Used in these records

Pre-Request Response Application 132001.210310.1Related documentApplication case desk ↗

About this file

File size
35.1 MB (very large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Pre-Request Response Application 132001.210310.1.pdf · 35.1 MB (very large file)

The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.