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.