In: Civil Engineering
A water harvesting pond is to be constructed by constructing an embankment across a narrow valley.
The top width of the embankment is kept at 3.6 m. using the information in the Table Q8, and taking the upstream and downstream side slopes as 3:1 and 2:1 respectively, a settlement allowance of 12.5%:
Table Q8
Station (m) |
Ground elev. (m) |
Fill height (m) |
Distance (m) |
End areas (m2) |
Volume (m3) |
0+50 |
35.0 |
0 |
|||
+68 |
32.7 |
2.3 |
|||
1+00 |
25.9 |
9.1 |
|||
+37 |
21.5 |
13.5 |
|||
+53 |
20.0 |
15.0 |
|||
+75 |
19.8 |
15.2 |
|||
2+00 |
19.5 |
15.5 |
|||
+19 |
20.3 |
14.7 |
|||
+32 |
20.3 |
14.7 |
|||
+36 |
18.8 |
16.2 |
|||
+40 |
18.2 |
16.8 |
|||
+43 |
18.5 |
16.5 |
|||
+46 |
19.6 |
15.4 |
|||
+59 |
19.8 |
15.2 |
|||
3+00 |
20.8 |
14.2 |
|||
+35 |
27.7 |
7.3 |
|||
+60 |
31.6 |
3.4 |
|||
3+96 |
35.0 |
0 |
End area = {(3.6+3.6+2d+3d)÷2 }×d
Here, d = fill height
Volume = {(end area 1 + end area 2 )÷2}× distance
here, settlement allowance means we have to increase the fill height by 12.5% which will fill the requirements even if there a settlement.