WRE water resources engineering lab work for civil engineering. Index Design a Sarda type fall for following data: (i) Full supply discharge Us/Ds = 45 Cumec (ii) Full supply Level Us/Ds = 118.30m/116.80m (iii) Full supply depth Us/Ds = 1.8m/1.8m (iv) Bed width Us/Ds = 28m/28m (v) Bed level Us/Ds = 116.5m/115m Drop 1.5m & Taking Bligh’s coefficient of creep =8 Calculate uplift pressure Check the stability of gravity dam A masonry dam 6 meter high