Measurement - Surface Water Drain
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Project : 2E1 & 2E2 , Bkt Rimau Subject : Average Depth Of Surface Drain - 2E2 Location
Length
Inner width
Date prepared : 29/8/01 Upstream IL 8.72 8.89 7.80 7.74 7.32
Downstream Depth RL/RL+0.15 IL 0.45 8.50 8.00 0.66 9.10 8.20 1.30 8.65 7.32 0.82 8.65 7.32 1.33 8.45 7.09
Depth 0.50 0.90 1.33 1.33 1.36
Average
Ddt H/R
0.48 0.78 1.32 1.08 1.35
(0.15) (0.15) (0.15) (0.15) (0.15)
Average depth 0.33 0.63 1.17 0.93 1.20
1
213.764 92.964 99.561 24.384 74.591 505.264
0.60 0.60 0.60 0.60 0.76
RL/RL+0.15 9.17 9.55 9.10 8.56 8.65
2
94.858 119.478 204.870 42.994 92.964 21.336 97.820 674.320
0.60 0.60 0.60 0.60 0.60 0.60 0.60
9.55 9.10 9.55 9.55 9.55 8.90 8.90
8.80 7.72 8.63 8.80 8.90 8.30 8.40
0.75 1.38 0.92 0.75 0.65 0.60 0.50
9.10 8.65 8.65 9.55 8.90 9.08 8.65
8.18 7.30 7.30 8.63 8.30 8.16 7.90
0.92 1.35 1.35 0.92 0.60 0.92 0.75
0.84 1.37 1.14 0.84 0.63 0.76 0.63
(0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15)
0.69 1.22 0.99 0.69 0.48 0.61 0.48
3
94.858 136.242 42.994 88.392 99.714 21.336 92.964 97.820 674.320
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
9.52 9.08 9.52 9.37 9.05 8.90 9.48 8.90
8.80 7.80 8.80 8.45 7.66 8.30 8.81 8.20
0.72 1.28 0.72 0.92 1.39 0.60 0.67 0.70
9.08 8.65 9.37 9.05 8.65 8.93 8.90 8.65
8.15 7.15 8.45 7.97 7.15 8.23 8.30 8.10
0.93 1.50 0.92 1.08 1.50 0.70 0.60 0.55
0.83 1.39 0.82 1.00 1.45 0.65 0.64 0.63
(0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15)
0.68 1.24 0.67 0.85 1.30 0.50 0.49 0.48
4
92.916 103.382 197.298 24.384 6.000 40.000 34.000 11.000 508.980
0.60 0.60 0.60 0.60 0.60 0.60 0.90 0.60
9.37 9.05 9.25 8.65 8.60 8.45 8.65 8.65
8.45 7.66 8.55 8.20 7.30 7.22 6.95 7.02
0.92 1.39 0.70 0.45 1.30 1.23 1.70 1.63
9.05 8.65 8.60 8.60 8.60 8.65 8.60 8.65
8.18 7.10 7.76 8.00 7.27 7.02 7.12 6.95
0.87 1.55 0.84 0.60 1.33 1.63 1.48 1.70
0.90 1.47 0.77 0.53 1.32 1.43 1.59 1.67
(0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15)
0.75 1.32 0.62 0.38 1.17 1.28 1.44 1.52
Project : 2E1 & 2E2, Bkt Rimau Subject : Summary Of Surface Drain - 2E2 Date prepared : 29/8/01 Ref No
a Length (m)
b Average Depth (m)
c Actual Exc. depth (m)
d e f Exc. depth Exc. depth e. Inner n.e 1.5m 1.5m n.e 3.0m Width (m) (m) (m)
g Outer Width (m)
b+0.168+0.15
Excavation n.e 1.5 (m3) axgxd
Excavation e. Conc to 1.5 b.n 3.0m drain base (m3) (m3) axgxe a x g x 0.15
Concrete benching
Fillet
(m3)
(m) 2a
a x g x 0.168a x1/2 x3.143 x 0.1682
1
213.764 92.964 99.561 24.384 74.591
0.33 0.63 1.17 0.93 1.20
0.65 0.95 1.49 1.25 1.52
0.65 0.95 1.49 1.25 1.50
0.02
0.60 0.60 0.60 0.60 0.76
1.06 1.06 1.06 1.06 1.22
146.83 93.42 157.04 32.26 136.50
1.64
33.99 14.78 15.83 3.88 13.65
28.59 12.43 13.31 3.26 11.98
427.53 185.93 199.12 48.77 149.18
2
94.858 119.478 204.870 42.994 92.964 21.336 97.820
0.69 1.22 0.99 0.69 0.48 0.61 0.48
1.01 1.54 1.31 1.01 0.80 0.93 0.80
1.01 1.50 1.31 1.01 0.80 0.93 0.80
0.04 -
0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.06 1.06 1.06 1.06 1.06 1.06 1.06
101.35 189.97 284.05 45.94 78.64 20.99 82.74
4.81 -
15.08 19.00 32.57 6.84 14.78 3.39 15.55
12.68 15.98 27.40 5.75 12.43 2.85 13.08
189.72 238.96 409.74 85.99 185.93 42.67 195.64
3
94.858 136.242 42.994 88.392 99.714 21.336 92.964 97.820
0.67 1.24 0.67 0.85 1.30 0.50 0.49 0.48
0.99 1.56 0.99 1.17 1.62 0.82 0.81 0.80
0.99 1.50 0.99 1.17 1.50 0.82 0.81 0.80
0.06 0.12 -
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06
99.34 216.62 45.03 109.44 158.55 18.50 79.62 82.74
8.38 12.47 -
15.08 21.66 6.84 14.05 15.85 3.39 14.78 15.55
12.68 18.22 5.75 11.82 13.33 2.85 12.43 13.08
189.72 272.48 85.99 176.78 199.43 42.67 185.93 195.64
4
92.916 103.382 197.298 24.384 6.000 40.000 34.000 11.000
0.75 1.32 0.62 0.38 1.17 1.28 1.44 1.52
1.07 1.64 0.94 0.70 1.49 1.60 1.76 1.84
1.07 1.50 0.94 0.70 1.49 1.50 1.50 1.50
0.14 0.10 0.26 0.34
0.60 0.60 0.60 0.60 0.60 0.60 0.90 0.60
1.06 1.06 1.06 1.06 1.06 1.06 1.36 1.06
105.19 164.38 196.17 18.04 9.46 63.60 69.36 17.49
15.12 4.16 11.93 3.94
14.77 16.44 31.37 3.88 0.95 6.36 6.94 1.75
12.43 13.82 26.38 3.26 0.80 5.35 6.26 1.47
185.83 206.76 394.60 48.77 12.00 80.00 68.00 22.00
319.67
4,725.78
2,362.884
2,823.26
62.45
379.00
Length
Inner width
Date prepared : 29/8/01 Upstream IL 8.72 8.89 7.80 7.74 7.32
Downstream Depth RL/RL+0.15 IL 0.45 8.50 8.00 0.66 9.10 8.20 1.30 8.65 7.32 0.82 8.65 7.32 1.33 8.45 7.09
Depth 0.50 0.90 1.33 1.33 1.36
Average
Ddt H/R
0.48 0.78 1.32 1.08 1.35
(0.15) (0.15) (0.15) (0.15) (0.15)
Average depth 0.33 0.63 1.17 0.93 1.20
1
213.764 92.964 99.561 24.384 74.591 505.264
0.60 0.60 0.60 0.60 0.76
RL/RL+0.15 9.17 9.55 9.10 8.56 8.65
2
94.858 119.478 204.870 42.994 92.964 21.336 97.820 674.320
0.60 0.60 0.60 0.60 0.60 0.60 0.60
9.55 9.10 9.55 9.55 9.55 8.90 8.90
8.80 7.72 8.63 8.80 8.90 8.30 8.40
0.75 1.38 0.92 0.75 0.65 0.60 0.50
9.10 8.65 8.65 9.55 8.90 9.08 8.65
8.18 7.30 7.30 8.63 8.30 8.16 7.90
0.92 1.35 1.35 0.92 0.60 0.92 0.75
0.84 1.37 1.14 0.84 0.63 0.76 0.63
(0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15)
0.69 1.22 0.99 0.69 0.48 0.61 0.48
3
94.858 136.242 42.994 88.392 99.714 21.336 92.964 97.820 674.320
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
9.52 9.08 9.52 9.37 9.05 8.90 9.48 8.90
8.80 7.80 8.80 8.45 7.66 8.30 8.81 8.20
0.72 1.28 0.72 0.92 1.39 0.60 0.67 0.70
9.08 8.65 9.37 9.05 8.65 8.93 8.90 8.65
8.15 7.15 8.45 7.97 7.15 8.23 8.30 8.10
0.93 1.50 0.92 1.08 1.50 0.70 0.60 0.55
0.83 1.39 0.82 1.00 1.45 0.65 0.64 0.63
(0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15)
0.68 1.24 0.67 0.85 1.30 0.50 0.49 0.48
4
92.916 103.382 197.298 24.384 6.000 40.000 34.000 11.000 508.980
0.60 0.60 0.60 0.60 0.60 0.60 0.90 0.60
9.37 9.05 9.25 8.65 8.60 8.45 8.65 8.65
8.45 7.66 8.55 8.20 7.30 7.22 6.95 7.02
0.92 1.39 0.70 0.45 1.30 1.23 1.70 1.63
9.05 8.65 8.60 8.60 8.60 8.65 8.60 8.65
8.18 7.10 7.76 8.00 7.27 7.02 7.12 6.95
0.87 1.55 0.84 0.60 1.33 1.63 1.48 1.70
0.90 1.47 0.77 0.53 1.32 1.43 1.59 1.67
(0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15) (0.15)
0.75 1.32 0.62 0.38 1.17 1.28 1.44 1.52
Project : 2E1 & 2E2, Bkt Rimau Subject : Summary Of Surface Drain - 2E2 Date prepared : 29/8/01 Ref No
a Length (m)
b Average Depth (m)
c Actual Exc. depth (m)
d e f Exc. depth Exc. depth e. Inner n.e 1.5m 1.5m n.e 3.0m Width (m) (m) (m)
g Outer Width (m)
b+0.168+0.15
Excavation n.e 1.5 (m3) axgxd
Excavation e. Conc to 1.5 b.n 3.0m drain base (m3) (m3) axgxe a x g x 0.15
Concrete benching
Fillet
(m3)
(m) 2a
a x g x 0.168a x1/2 x3.143 x 0.1682
1
213.764 92.964 99.561 24.384 74.591
0.33 0.63 1.17 0.93 1.20
0.65 0.95 1.49 1.25 1.52
0.65 0.95 1.49 1.25 1.50
0.02
0.60 0.60 0.60 0.60 0.76
1.06 1.06 1.06 1.06 1.22
146.83 93.42 157.04 32.26 136.50
1.64
33.99 14.78 15.83 3.88 13.65
28.59 12.43 13.31 3.26 11.98
427.53 185.93 199.12 48.77 149.18
2
94.858 119.478 204.870 42.994 92.964 21.336 97.820
0.69 1.22 0.99 0.69 0.48 0.61 0.48
1.01 1.54 1.31 1.01 0.80 0.93 0.80
1.01 1.50 1.31 1.01 0.80 0.93 0.80
0.04 -
0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.06 1.06 1.06 1.06 1.06 1.06 1.06
101.35 189.97 284.05 45.94 78.64 20.99 82.74
4.81 -
15.08 19.00 32.57 6.84 14.78 3.39 15.55
12.68 15.98 27.40 5.75 12.43 2.85 13.08
189.72 238.96 409.74 85.99 185.93 42.67 195.64
3
94.858 136.242 42.994 88.392 99.714 21.336 92.964 97.820
0.67 1.24 0.67 0.85 1.30 0.50 0.49 0.48
0.99 1.56 0.99 1.17 1.62 0.82 0.81 0.80
0.99 1.50 0.99 1.17 1.50 0.82 0.81 0.80
0.06 0.12 -
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.06 1.06 1.06 1.06 1.06 1.06 1.06 1.06
99.34 216.62 45.03 109.44 158.55 18.50 79.62 82.74
8.38 12.47 -
15.08 21.66 6.84 14.05 15.85 3.39 14.78 15.55
12.68 18.22 5.75 11.82 13.33 2.85 12.43 13.08
189.72 272.48 85.99 176.78 199.43 42.67 185.93 195.64
4
92.916 103.382 197.298 24.384 6.000 40.000 34.000 11.000
0.75 1.32 0.62 0.38 1.17 1.28 1.44 1.52
1.07 1.64 0.94 0.70 1.49 1.60 1.76 1.84
1.07 1.50 0.94 0.70 1.49 1.50 1.50 1.50
0.14 0.10 0.26 0.34
0.60 0.60 0.60 0.60 0.60 0.60 0.90 0.60
1.06 1.06 1.06 1.06 1.06 1.06 1.36 1.06
105.19 164.38 196.17 18.04 9.46 63.60 69.36 17.49
15.12 4.16 11.93 3.94
14.77 16.44 31.37 3.88 0.95 6.36 6.94 1.75
12.43 13.82 26.38 3.26 0.80 5.35 6.26 1.47
185.83 206.76 394.60 48.77 12.00 80.00 68.00 22.00
319.67
4,725.78
2,362.884
2,823.26
62.45
379.00
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