Question 3:-A tank with 100.58 kPa pressure is connected with manometer to measure the pressure. The specific gravity of fluid was 0.85 and the atmospheric pressure is 96 kPa find the manometer column height "h". P =96 kPa P=100.58 h=? kPa SG = 0.85
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- Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014 *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPaFigure shows that the pipe flow of 50 m^3/hr, is driven by pressurized air in the tank Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. *12.9517*99.9358*30.4889*39.5136 What gage pressure p1 in kPa, is needed to provide the given flow rate? *1121 kPa*1692 kPa*1328 kPa*1725 kPa Please answer with complete and detailed solutions. thank you. ASAPFor the figure ,point A is (30 cm) below the surface of liquid , What is the pressure. * a_17.658 kpa b_17.658 kpa (vacume) c_176.58 kpa d_Option 4
- A rectangular tank 3 m x 4 m is 5 m high with 2 orifices placed at a vertical distances of 0.5 m and 1m from the bottom respectively. Both orifices are 100 mm diameter with C=0.607. Determine the: show complete solution a. How long will it take to lower the water at tank by 2 m in seconds?b. How long will it take for the water surface to be at the same level as the upper orifice in seconds?What is the mass (lbm) of an object that has a base area of 4 inch2 which exerts a pressure of 25 psi? 2.) Determine the dynamic viscosity (Pa-sec) and kinematic viscosity (m2/s) of water with a specific weight of 9.81 kN/m3, if a Falling Sphere Viscosimeter test is conducted using an aluminum sphere that has a diameter of 10 mm and a specific weight of 28.06 kN/m3. The theoretical terminal velocity of the sphere is 0.650 m/s. Round off your answer to 3 decimal places. 3.) Given the water tank A in an orifice setup that transfers water to tank B, determine the theoretical and actual velocity and flow rate if the time it takes to fill up tank B is 20 sec. 4.) Given the computed velocities and flow rates in Question 3, determine the coefficient of contraction, velocity, and discharge. Assume the diameter of vena contracta to be 4mmø.A wooden block (40 cm wide (b), 20 cm long (h) and 15 cm deep) floats on the seawater (specific gravity, sg = 1.025) with a depth of immersion is 12 cm. Calculate the position of metacentre, MG and justify the stability of block with the aid of sketch.
- Given below are pipe lengths, sizes, and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8 cfs, Determine the head loss in feet in PIPE 5. *23.8062*9.0254*1.0666*2.6570 Determine the flow in the upper branch pipe Q2 in cubic feet per second. *2.6667*2.3809*4.8840*12.4747 Determine the head loss in feet in PIPE 2. *3.4373*8.0165*9.2849*10.4720 Determine the total head loss in feet between the inlet A and the outlet D. *9.2849*13.1625*17.3474*35.9163A vertical conduit is carrying oil (S = 0.95). A differential mercury manometer is tapped into the conduit atpoints A and B. Determine the difference in pressure between A and B when h = 3 in. What is thedifference in piezometric head between A and B?Based on the provided differential-type manometer, calculate the difference in the pressure between points A and B (as in Δp = pA - pB = ?).
- A vertical conduit is carrying oil (S=0.95) as shown in figure 2. A differential mercury manometer is tapped into the conduit at points A and B. Determine the difference in pressure between A and B when h=3in. What is the difference in piezometric head between A and B?I'm looking for a conclusion based on this given result from the hydrostatic pressure on plane surface 1. PARTIAL IMMERSION Trials 1 2 3 Total weight on arm M (grams) 50 g 100 g 150 g Depth of Water y (mm) 49 mm 65 mm 80 mm Force on End Surface (experimental) (N) 734.41 N 1512.76 N 2334.59 N Force on End Surface (theoretical) (N) 883,267,875 N 1,554,271,875 N 2,354,400,000 N Depth of Center of Pressure (mm) 16.33 mm 12.67 mm 26.67 mm 2. COMPLETE IMMERSION Trials 1 2 3 Total weight on arm M (grams) 250 g 300 g 450 g Depth of Water y (mm) 109 mm 122 mm 160 mm Force on End Surface (experimental) (N) 4109.31 N 5009.00 N 7704.15 N Force on End Surface (theoretical) (N) 4,340,925,000 N 5,297,400,000 N 8,093,250,000 N Depth of Center of Pressure (mm) 73.12 mm 83.57 mm 117.58 mm5. The system shown on the right is used to accurately measure the pressure changes when the pressure is increased by ∆? in the water pipe. When ∆ℎ=70??, what is the change in the pipe pressure (kPa)? (3 decimal)