PROFILE OF HIGH MASONRY GRAVITY DAM

Profile of high masonry gravity dam

PROFILE OF HIGH MASONRY GRAVITY DAM Mr. G. Molesworth gave the following formulae for fixing. These formulae are applicable for masonry gravity dams only. \[x= \sqrt{\frac{1.76y^{3}}{p_{a+1.06y}}}\] But value of x should not exceed y ρ at any cost \[Z= \frac{y}{36.5p_{a}}\] where x = D/S offset from the vertical line also known as axis of the …

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