In Fig. 1 one plate moves relative to the other as shown. µ = 0.80 poise, p = 1.7slugs/ft'. Determine the :1. Velocity distribution,2. The max. velocity,3. The discharge, and it is direction,4. The shear stress exerted on the upper plate.p-20 psi0.24 in.10 ftp-12 psi10 ftFigure 1 Flow between inclined flat plates.السؤال الثانی3.0 t/sec

given data; ⇒viscosity of fluid(μ)=0.80poise…

Answered: In F'ig. 1 one plate moves relative to…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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F- In a circular pipe of diameter 100 mm a fluid of viscosity (7) poise and sp. gr. 1.3 is flowing. If the maximum shear stress at the wall of the pipe is 196.2 N/m2, Then Flow will be: Transient O Turbulent O None of the above O Laminar
Please show complete diagrams and solutions T.Y :) Use Bernoulli's Energy Equation Dislike if not followed A 24 in. pipe conducts water from reservoir A to a pressure turbine (elev. = 15'), which discharges through another 24 in. pipe into tailrace B (elev. = 0'). The loss of head from A to 1 is 5 times the velocity head in the pipe and the loss of head from 2 to B is 0.2 times the velocity head in the pipe. What must water surface elevation at the reservoir be maintained such that the energy given up in the turbine is 552 hp? Assume discharge equals 25 cfs. Express all dimensions in English units.
Use g=32.2 */sec2 (9.81 m/s2) and 60°F (16°C) water unless told to do otherwise.• Google schedule-40 pipe’s thickness at different nominal size to obtain the innerdiameter of the pipe for accurate determinaLon of flow velocity.• Must show your work to support your selecLon. Otherwise, no points will be given.Water flows through a schedule-40 pipe that changes gradually in diameter from 6 in (154mm) at point A to 18 in (429 mm) at point B. The volumetric flow rate is 5.0 *3/sec (130 L/s). The respecLve pressures at points A and B are 10 psia (70 kPa) and 7 psia (48.3 kPa). All lossesare insignificant. What are the direcLon of flow and velocity at point A? (A) 3.2 */sec (1 m/s); from A to B(B) 25 */sec (7.0 m/s); from A to B(C) 3.2 */sec (1 m/s); from B to A(D) 25 */sec (7.5 m/s); from A to B
mechatronics
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I have attached the given moody diagram in this question, how do I complete this question accuractely?
With free body diagram please thank you. Clear and complete solution please. 3. A shaft 70 mm in diameter is being pushed at a speed of 400 mm/s through a bearing sleeve 70.2 mm in diameter and 250 mm long. The clearance, assumed uniform, is filled with oil at 20°C with v = 0.005m²/ s and sp. gr .=0.9 Find the force exerted by the oil in the shaft.
1. A pressure gauge attached to a pipe is reading 1.34 m of Hg at a place where the atmospheric pressure is 10.33 m of water. The approximate absolute pressure at the mountain isa. 930 kPab. 181 kPac. 280 kPad. 100 kPa 2. The flow is said to be unsteady and non-uniform when,a. The flow velocity is not changing with time but changing with spaceb. The flow velocity is changing with both time and spacec. The flow velocity is changing with time but not changing with spaced. The flow velocity is not changing with both time and space 3. The below figure shows a pipe with a circular cross section of diameter D mm on the left end and a square cross section with side D mm on the right end. Mercury enters the left end with a velocity 1 cm/s and leaves the right end with a velocity V2. Find V2 (neglect losses in the pipe).a. Cannot be find since length is not givenb. Cannot be find since diameter is not givenc. 7.85 mm/sd. 12.73 mm/s 4. 1 kg water is flowing through an inclined pipe at…
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my last Id 30 Water mass flow rate of 2kg/s is delivered through the 30 mm commercial steel pipe? -0.15 Calculate the miner and friction losses in the pipe. Use moody chart to calculate the friction loses For minor losses, take K for the Entrance: 0.3 Exit: 0.5 Valve 1.8 Water density: 1000 kg/m? Water viscosity : 0.001 N. S/ m² Use your last three digits of your ID number for the pipe length L_in m h-20 m Gate valve
Question 3 A pipe of 150mm bore is delivering water at the rate of 7500 dm/min at a pressure of 820 kN/m?.It connects by a gradually expanding pipe to a main of 300 mm bore which runs 3m above it. Find the pressure in the 300mm main?
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