Council archive · source document
Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
STRUCTURE
NAME
10/5
1/10
2/12
4/12
2/12
DN900 HEADWALL SINGLE 1/12
9/5
8/5
7/5
6/5
5/5
4/5
3/5
2/5
DN900 HEADWALL SINGLE 1/5
6/5
1/9
5/5
2/8
1/8
4/5
1/7
4/5
1/6
3/5
4/1
3/1
2/1
IPWEAQ 1200x1200 FIELD
IPWEAQ 1200x1200 FIELD
IPWEAQ 1200x1200 FIELD
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 600x900 FIELD
IPWEAQ 900x900 FIELD
IPWEAQ 900x900 FIELD
IPWEAQ 900x900 FIELD
IPWEAQ 900x900 FIELD
BIO-RETENTION BASIN
LIP INLINE GULLY PIT
LIP INLINE GULLY PIT
1200x900 CHAMBER
LIP SAG GULLY PIT
SAG GULLY PIT
SAG GULLY PIT
STRUCTURE
DESCRIPTION
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
INLET
INLET
INLET
INLET
INLET
INLET
INLET
INLET
CELL
CELL
-
NOOSA COUNCIL FINISH SURFACE
APPROVED PLAN Q10 HGL Q10 HGL
OPW20/0145 17 DEC 2020
FINISH SURFACE FINISH SURFACE
Q10 HGL
FINISH SURFACE
Q10 HGL Q10 HGL Q10 HGL Q10 HGL
Q10 HGL
FINISH SURFACE FINISH SURFACE
FINISH SURFACE FINISH SURFACE
PIPE SIZEmm (Class) 375(2) 450(2) 525(2) 525(2) 600(2) 675(2) 750(2) 750(2) 900(2) 375(2) 375(2) 375(2) 375(2) 375(2) 375(2) 525(2) 525(2) 525(2) 675(2) 900(2)
PIPE GRADE % 5.84% 1.08% 4.03% 4.49% 4.44% 0.18% 0.153% 0.181% 0.50% 0.77% 0.67% 5.99% 0.55% 1.58% 0.81% 0.49% 0.46% 0.28% 0.47% 0.14%
PIPE SLOPE 1 in X 17.12 91.98 24.84 22.23 22.53 538.90 653.51 553.14 199.38 129.48 148.62 16.69 181.60 62.91 123.45 203.47 217.39 347.44 211.00 700.00
FULL PIPE FLOW VELOCITY (m/s) 1.14(0.66 1y) 1.54(0.89 1y) 1.26(0.72 1y)1.26(0.72 1y)1.31(0.93 1y)
1.17(0.81 1y) 1.22(0.90 1y) 1.40(1.08 1y) 1.02(1.02 1y) 1.07(1.07 1y) 0.50(0.29 1y) 0.12(0.07 1y)
0.24(0.14 1y) 0.99(0.99 1y) 0.99(0.99 1y) 0.25(0.14 1y) 0.25(0.14 1y) 0.92(0.92 1y) 1.73(1.73 1y)
PART FULL FLOW VELOCITY (m/s) 3.01 2.07 3.48 3.79 1.76
(2.58 1y) (1.83 1y) (2.97 1y) (3.23 1y) (1.49 1y)
DATUM RL -7.0
WATER LEVEL
3.913
3.913
3.913
3.910
7.616
7.551
7.551
3.415
6.802
3.952
3.599
3.952
3.892
3.890
3.599
6.343
5.843
5.094
4.076
3.475
4.076
4.023
4.200
7.584
7.574
8.423
4.448
IN STRUCTURE
HYDRAULIC
6.341
3.451
3.415
4.133
3.891
3.910
7.616
7.581
6.802
6.375
6.200
5.839
5.077
3.987
3.952
3.879
3.730
3.598
3.987
3.958
3.952
3.892
3.890
3.885
3.879
3.730
3.932
3.879
3.730
3.598
7.585
7.583
7.580
7.560
7.522
7.522
5.734
5.034
4.073
3.948
3.534
3.423
4.073
4.023
3.948
4.200
3.647
3.534
7.574
7.459
8.423
7.459
4.448
GRADE LEVEL
PIPE FLOW
0.125 0.245 0.281 0.281 0.384 0.431 0.556 0.639 0.673 0.118 0.055 0.014 0.027 0.109 0.109 0.055 0.055 0.206 0.637
(Cumecs)
PIPE CAPACITY
0.367 0.294 0.876 0.984 1.060 0.369 0.459 0.456 0.668 0.152 0.138 0.429 0.127 0.212 0.155 0.301 0.301 0.289 0.717
AT GRADE (Cumecs)
1.021
1.914
1.938
2.152
1.687
1.762
1.989
1.924
1.999
1.779
1.779
1.445
1.548
1.759
1.785
1.535
1.378
1.598
1.598
1.655
1.077
1.552
1.000
1.250
1.250
1.900
1.850
1.725
1.500
1.980
2.314
1.708
1.708
1.845
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