For triangular dam section of height H for just no tension under the action of water pressure, self-weight and uplift pressure, the minimum base width required is _____________
(a) H / (S-1)
(b) H / S^1/2
(c) H / (S – 1)^-1
(d) H / (S-1)^1/2
I have been asked this question in an interview for internship.
Question is taken from Gravity Method topic in section Gravity Dam Design and Construction of Irrigation Engineering