shabir ahamad

suppose water is to be taken from point A TO point B the level difference from point A to point B is 10.00 mtrs and residual head is also 10.00...

i am asked to construct 0.1mgd service reservior but bearing capacity of soil is not available now want to know what should be the safe thickness for foundation and walls...

wall and foundation for .1mgd water reservior

is there any thumb rule for assuming the thickness of walls and percentage of steel required for construction of .1mgd capacity service reservior