uplift pressure is 100 per cent at heel, 50 per cent at line of gallery and zero at toe, weight of concrete is 2.5 tons per cubic metre. Considering only weight, water pressure and uplift, calculate the maximum vertical stresses at the toe and heel of dam. Take coefficient of uplift pressure as 1.

Q: yo o th y2

A:

Q: ta triple concrete box culvert 1.5 m by 3.7 m (n=0.012) conveying a discharge of 46m3/s operates…

A: Culvert dimensions: 1.5 m x 3.7 m n = 0.012 Discharge, Q = 46 m3/s Length, L = 32 m Slope = 0.75%…

Q: The trapezoidal channel carrying a discharge of 100 m3 /sec. The bed of the channel descends at the…

A: Discharge in trapezoidal channel, Channel bed slope, NOTE Manning's constant,

Q: Design a semi-circular open channel (n=0.014) that is anticipated to convey 10cumecs of water. The…

A:

Q: Determine the net length of crest and estimate the shape of downstream ogee spillway section having…

A: Solution-The giuven values are ,The elevation of crest =89.5mThe design discharge =1.15l/sThe number…

Q: Design a straight trapezoidal erodible channel that can carry a discharge of 12.5m^3/s using…

A: Solution: Given: Mannings constant, n = 0.024 slope   so = 0.0015 Q=12 m3/s

Q: 3. A culvert with a headwall is to be laid through a road embankment at the natural stream slope of…

A: Given data:-  Length of the culvert, L = 100 m Natural steam slope, S = 0.004  Width, w = 1500 mm…

Q: A masonry dam having a sheet piling cutoff at the upstream and is located at a reservoir site as…

A:

Q: A power-law channel section is to be excavated to accommodate 15 m³/s when flowing full. The channel…

A: Q= 15 m3/secS=.0007n=0.015y=1.5 mTo determine-Equation for best hydraulic power law channel section