n orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the orifice is 2”, the coefficient of contraction is 0.63, and the head lost is 0.80 ft, determine the discharge, CV and CD. Pls show also the figure/diagram

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Q: Problem 3 The figure presents the portion of the pipe network through which a fluid with a specific…

A:

Q: Q3/ Water flows through a pipe at 5 L/s, as shown in Fig. 12.5 kPa, 11.5 kPa, and 10.3 kPa are…

A: Given, P1 = 12.5 kPa P2 = 11.5 kPa P3 = 10.3 kPa Q = 5 L/s or 0.005 m3/s   NOTE : As per guidelines,…

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Q: Two pipes 1 and 2 of the same length and diameter are connected in parallel. If f2 = 0.914f1, the…

A: solution Given we know hf=flv2d×2g=flQ212.1d5given f2=0.914f1as the pipes are parallel the head loss…

Q: wo pipes 1 and 2 of the same length and diameter are connected in parallel. If f2 = 0.9f1, the flow…

A: solution Given friction in pipe 1 =f1friction in pipe 2=f2and f2=0.9f1as the pipes are parallel head…

Q: Problem 2 The containers A and B, shown on the figure, are filled HO with water, with density Pwater…

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Q: A = 1.94.hmax = 0.559.R = 206 1. Filling the tank (30%) a) If the tap on the output pipe is closed…

A: A = 1.94hmax = 0.559R = 206FINDa) If the tap on the output pipe is closed (i.e. R = ∞) determine how…

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Q: Q.42 "MASS FLOW AT A PIPE JUNCTION Consider the steady flow in a water pipe joint shown in the…

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Q: SITUATION. The total head lost from A to E in the pipe system shown in the figure above is 15m.…

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A: The tank system is shown in figure:

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A: Given Data: Velocity Vo=7 cm/s. Velocity V=0. Distance d=30 mm. Viscosity of liquid is μ=2…

Q: Question 2. The manometer in the figure is used to measure the pressure difference between two…

A: ρ = density of water = 1000 kg/m³ g = acceleration due to gravity = 9.81 m/s² h = height difference…

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Q: PROBLEM 01: Given the figure below, (a) determine the value of h in the siphon shown if velocity at…

A: step 1-

Q: Question: As shown in the figure, water enters and leaves a U-shaped piece of pipe in the horizontal…

A: Solution

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A: Given, V1 = 36 ft/s  Hm = 0.25 ft

Q: Refer to the illustration below. A C B D Solve for the following: 1. Headloss in meters at Pipe A 2.…

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Q: Q.2.8 MASS FLOW AT A PIPE JUNCTION Consider the s. tv low in a water pipc joint shown in the…

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Q: -Q.17 MASS FLOW AT A PIPE JUNCTION Consider the steady flow in a water pipe joint shown in the…

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Q: 11. From the figure shown, the tank contains oil having a sg = 0.82. Oil flows at a certain rate…

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A: Given: Orifice cross-section, A1 = 0.00785 m2 Pipe cross-section, A2 = 0.0314 m2 Upstream pressure…

Q: 4. A discharge of 720 liters/sec flows thru a pipe having a diameter of 380 mm, 70 meters long.…

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Q: (SG 0.83) discharges from a pipe (D1 = 12 in.) through a sharp-crested, round orifice (D2 = 4 IA.)…

A: D1=12in D2=4in X=6.4in

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Q: In a pipeline with a diameter of 500mm, a venturi meter is installed. The ratio of the throat pipe…

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Q: Ex. For the square loop shown: 1. find the discharge in all the pipes. All pipes are 1 km long and…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

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Q: a) Reduce the water level by Im, b) Empty the tank

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Q: The four pipes below have steady flow of an incompressible, ideal fluid with density ps. The…

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Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.