Answered: If a turbulent water flows inside the…

If a turbulent water flows inside the piping system, the vertical distance h=30 mm, what is the velocity m/s of water at section A. Given that the area of A, =3.1 Ac 'A

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

See similar textbooks

Similar questions

2. Shown is water flowing through a Venturi Meter. If the specific gravity of the gage fluid at the manometer is 1.5, solve the volumetric flowrate through the Venturi Meter. 200-mm inside diameter Flow 0.46 m y is an unknown distance 300- mm inside diameter 1.18 m 1 2
What is the mean kinetic energy of the turbulent velocity fluctuations, if u¹2 = 0.2, u ¹2 = 0.08, u' =0.2. Give your answer to two decimal places.
please solve it fast l will put like
If 475mm diameter pipeline (A) conveying water splits into 2 smaller pipelines (B) and (C), 275mm and 200mm respectively in diameter. If the velocity of flow in (A) is 2.8 m/sec and the flowrate in (B) is twice that in (C), calculate the flowrate in all pipes and the velocity of flow in pipes (B) and (C).
A pipe transports 1962 N/s of water. The pipe tees into a 2"-diameter pipe and a 3"-diameter pipe. If the average velocity in the smaller-diameter pipe is 82 ft/s, calculate the flowrate (in ft^3/s) in the larger pipe. Show complete solution no shotcut
46. Consider the case of an ideal fluid flow in the conduit of Problem 19. Findpressure at the exit of the conduit in terms of the flow density and velocities at theinlet and the outlet.
Question 2 An incompressible fluid flows steadily in the entrance region of a circular tube of radius R = 75 mm. The flow rate is Q = 0.1 m/s. Find the uniform velocity U at the entrance. The velocity distribution at a section downstream is น umax 1-(+)² 2 Evaluate the maximum velocity at the downstream section. Calculate the pressure drop that would exist in the channel if viscous friction at the walls could be neglected L. U1 p = 850 kg/m³ R
A (300mm) diameter of pipe, if the discharge (90 L/sec), nozzle diameter (75mm) and pipe length from (1 to 2) was (100m) Determine the length of pipe from (2 to 3), and the pressure at point (2). (e-0.026mm, v1.13" 10 m?/sec). Fig(1) 6m 23m Fig.(1) Nozzle
Problem Consider a cylindrical pipe of length L and diameter D = 2R. The angle that the axis of the pipe forms with the vertical direction is a. Assume that when the fluid enters the pipe its velocity is uniform (i.e., it has the same value over the entire cross-section of the pipe) and equal to U in the axial direction. In the radial and angular directions, the velocity is zero. So, it is: 2 =0: v(r, 0, 2) = Ue, (1.1) Here v is the fluid velocity and e, is a vector of unit magnitude parallel to the coordinate axis z; furthermore, we have assumed that the pipe inlet is located at z = 0. Near the entrance of the pipe, the velocity profile varies in the axial direction. But after a certain entrance length, the profile becomes fully developed, no longer changing with z. The evolution of the velocity profile is sketched in Fig. 1, where, for clarity, the pipe inclination is not shown. The entrance length is denoted by L.. For z > L., the fluid velocity is no longer a function of the axial…
I need the answer as soon as possible
Pipe A, 30 cm in diameter, branches into two pipes B and C. Pipe B is 15 cm in diameter and pipe C is 7.5 cm in diameter. If the flow in A is divided as follows 2/3 goes to B and 1/3 goes into C, what is the discharge in pipe A, if the velocity must not exceed 3 m/s in any of the pipes. Include free body diagram.
prove that the flow is physically possible : v = Hzy