Fluid having sp. gr. 0.88 enters the cylindrical arrangement shown in Fig. 5-C at section A, at 0.16 N/s. The 80-mm-diameter plates are 3 mm apart. Assuming steady flow, determine the average velocity at section A and at section B. Assume radial flow at B.

Q: Question: The pressure pipe elbow with 30 degree orientation in the vertical plane is 60 cm in…

A: Solution

Q: 4) The increase of temperature results in (a) increase in viscosity of gas (d) decrease in viscosity…

A: The Bernoulli equation states that, points 1 and 2 lie on a streamline, the fluid has constant…

Q: Determine the horizontal force required to keep the bend stationary. a.233.56 N → b.134.84 N →…

A:

Q: At two points 1 and 2 in a pipeline the velocities are Vand 2V, respectively. Both the points are at…

A: applying Bernoulli's theorem

Q: The hydrostatic force due to linseed oil F1. b. The hydrostatic force due to castor oil F2. c.…

A:

Q: For the parallel-pipe system of Fig. each pipe is cast iron, and the pressure drop P₁ P2 = 3…

A:

Q: Oil flows from a tank through 150 m of 150 mm pipe and then discharges into air as shown. If the…

A:

Q: Question A horizontal pipe of non uniform cross section has water flow through it such that the…

A:

Q: The Power (P) required to drive the pump depends upon the diameter (D), the angular velocity (0),…

A:

Q: For fully developed laminar pipe flow in a circular pipe, the velocity profile is given by u(r) = 2…

A: Given:- The velocity profile is ur=21-r2R2 m/sR=Radius of the pipe Diameter of pipe = 3.3 cm To…

Q: 8-62 A horizontal pipe has an abrupt expansion from D₁ = 8 cm to D₂ = 16 cm. The water velocity in…

A: We have to find out the downstream pressure P2 and error if bernoulli's equation is used .

Q: 2) ELEVATION 20oM ELEVATION 30m AIR Po? 150mmøØ SG 0-84 il flows from a tank through a 150mm…

A:

Q: e Ps. The pneumatic lines have linearized resistances R1 and eumatic capacitances, C1and C2 for…

A: considering the two  pneumatic system which is comprised of two rigid tanks of the volume V1 and…

Q: An orifice is attached to a vertical side of a cylindrical tank having a diameter of 4m. The weight…

A: Given:- Diameter of tank=4 mDiameter of orifice=90 mmWeight of water discharged=22563 N in time of 1…

Q: (Bernoulli/continuity) Water flows steadily through the pipe shown in the figure below such that the…

A:

Q: At two points 1 and 2 in a pipeline the velocities are V and 2V, respectively. Both the points are…

A: Given- Two points 1 & 2velocities V & 2V respectively.same elevationfluid density ρIt is…

Q: Water flows downward in a pipe at 30°. The pressure drop P₁ - P2 is partly due to gravity and partly…

A: Given- Height difference=50 cm, Water flow in the pipe with parameter shown in the figure. It is…

Q: A smooth pipe of diameter 200 mm carries water. The pressure in the pipe at section 'S,' (elevation:…

A:

Q: Determine the rate of flow of water through a pipe of 300 mm diameter placed in an inclined position…

A: Rate of flow the rate at which a liquid or other substance passes through a channel or conduit. The…

Q: B: Answer with True (T) or False (F). 1- Manometer and Piezometer used for determine large discharge…

A: As per our company guidelines we are supposed to answer only first 3️⃣ sub-parts. Kindly repost…

Q: pipe adually section as shown in the figure. The two cross- sections of the pipe have diameters of…

A: From Given Data : Flow rate of air ( Q ) = 1.5 m3/s For section 1 , let ' V1' be the velocity of…

Q: t two points 1 and 2 in a pipeline the velocities re Vand 2V, respectively. Both the points are at e…

A: To find the pressure difference (P1 - P2) -

Q: 10.80. In frictionless oscillation of a U-tube, L = 4.0 ft, z = 0, V = 6 ft/sec. The maximum value…

A: Frictionless Oscillation of a Liquid in a U-tube. L=4 ft z=0 V=6 ft/sec g=32.174 ft/sec2

Q: The flow is opened to the atmosphere at point D which is fed by a very wide reservoir that hasa…

A: Solution: considering the diagram a=7 b=2 a. Considering the Bernoulli equation between 1 and D…

Q: Calculate the total hydrostatic force and the location of the center of pressure (y,) acting on the…

A:

Q: (Bernoulli/continuity) Water flows steadily through the pipe shown in the figure below such that the…

A: Assuming,  Water is incompressible and steady. Given data, P1 = 262kPa P2 = 116 kPa D1 = 0.11 m V1…

Q: 43.A cylindrical thin-walled pressure vesSsel with radius r, wall thickness t, and modulus of…

A: Given data : Internal pressure=p radius=r wall thickness=t Modulus of elasticity=E

Q: Liquid 1 Liquid 2 h3 h1 h2

A: To find the pressure at the center of pipe using a manometer , we need to take a datum about which…

Q: a truck-hauling operation with two excavators operating in tandem at 175 (cy)/(hr) each and trucks…

A: Detailed explanation:Understanding the Problem ContextYou have a truck-hauling operation where two…

Q: The velocity profile for the steady laminar flow of water through a 0.4-m-diameter pipe is defined…

A: IT IS GIVEN THAT -

Q: 4. Water flows through a horizontal nozzle, as shown. At the nozzle inlet the diameter is 6in. At…

A: Given- Diameter at inlet is d=6inDiameter at outlet is d=2in

Q: Water flows steadily with negligible viscous effects through the pipe shown in the figure below.…

A:

Q: Air flows at the rate of 1.5 m³/s through a 3 horizontal pipe with a gradually reducing cross-…

A: Given- Q=1.5 m3/s,d1=400 mm=0.4 m,d2=200 mm=0.2 m, It is needed to find the change in pressure…

Q: The velocity potential for a certaininviscid flow field is -(7xy-y) where o has the units of ft2/s…

A: Given,  Points: (1, 2) and (8, 8)  Given Velocity potential function=-(7x2y-y3] Our aim is to…

Q: The piezometric and velocity head variation for flow through a venturi section is shown below.…

A:

Q: gr. 0.88 enters the cylind A, at 0.16 N/s. The 80-m dy flow, determine the a

A: Discharge at A :Q=0.16NsγQ=0.160.99×9810=1.853×10-5m3s

Q: В a b. Figure X5.2.2 5.2.3 Refer to Fig. X5.2.2. Assume a = 1 m, b = 4 m, and the flow to be…

A:

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?