Drainage Gallery
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Q.
A concrete gravity dam section is shown in the figure. Assuming unit weight of water as 10 kN/m3 and unit weight of concrete as 24 kN/m3 the uplift force per unit length of the dam (expressed in kN/m) at PQ is
- 16250
- 32500
- 21000
- 10500
Q. Consider the following statements related to uplift pressure in gravity dams :
- A drainage gallery reduces the uplift pressure at all levels below the gallery.
- A drainage gallery below upstream water level reduces the uplift pressure at all levels below the upstream water level.
- A grout curtain near the heel reduces seepage and uplift pressure everywhere on the gravity dam whatever the upstream water level.
- 2 and 3 only
- 1 and 2 only
- 1 and 3 only
- 1, 2 and 3
Q. A gravity dam of 84 m height is built over a river. The upstream and downstream height of the water level is 80 m and 6 m respectively. Base width of the dam is 56 m and a drainage gallery is provided at 8 m from the heel of the dam. The total uplift force due to seepage forces only per unit length of the dam (expressed in kN/m) is ________
- 12975.36