Find pressure value Force=2.11 N Area 0.223 m2
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- if Manning's N=0.023 and Hydraulic radius=3 m , then value of Chezy constant is ________?A concentrated load of 1000 kN is applied at the ground surface. Compute the vertical pressure a) at a depth of 4 m below the load, b) at a distance of 3 m at the same depth. Use Boussinesq's equation. Ans: a) 30 kPa, b) 9.8 kPaaceeleration = 4.905 m/s^2 to the right What is the gage pressure at A? in kpa.
- Water flowing along a horizontal pipe has a speed of 2.77 m/s and a pressure of 4.41 atm. Further along, the pipe narrows so that the cross-sectional area decreases by a factor of 6.62. What is the pressure in the narrow section?Two Water flows from reservoir A to reservoir B through two pipes as shown below. Determine 1) thedischarge in the pipe, 2) the pressure at point P. Assume α = 1.0 at all locations and neglect any minor headlossTwo points exist under the water’s surface within a reservoir. Point A is at a depth of 155.2’, point B is at a depth of 215.9’. What is the pressure difference between these two points?
- A concrete cube ( y = 23.5 kN/m3 ) 0.60 m on an edge is submerged in 5 m of seawater (sg=1.03). Calculate the force to lift the cube if there is no seepage pressure at the bottom of the cube A. 23.3 kN B. 28.5 C. 27.7 D. 26.9Q#4: Design an irrigation channel to carry 35.5 cumecs of discharge with B/D ratio as 2.38 The critical velocity ratio is 1.2. Assume a suitable value of kutter’s rugosity coefficient and use kennedy’s method?4. A reservoir supplies water to a horizontal 6′′ pipe 800 ft long. The pipe flows full and discharges into the atmosphere at the rate of 2.23 cfs. What is the pressure in psi midway in the pipe, assuming the only lost head is 6.20 ft in each 100 ft of length? indicaye free body diagram
- A conical tank is inclined with an angle of 60°. A hole with radius 2-in was opened at the bottom. If initially the tank is full to a height of 9 ft, how long will the tank drain? Consider a coefficient of contraction, 0.6.A 300 mm cast-iron pipe is discharge 120 lit/sec. At a point 200 m from the reservoir the center of the pipe is 30 m below the reservoir surface. What is the pressure in kPa to be exerted there? Assume f= 0.02A dam rectangular in cross – section with upstream face vertical. Water is 20.4 m deep on the upstream side. The dam is 23.2 m high and 14.8 m wide at the base and weighs 2310 kg/m3. Coefficient of friction between the base and the foundation is 0.85. Compute the factor of safety against sliding. a. 3.85 b. 2.67 c. 3.24 d. 1.45