AAA cir Water is flowing through a horizontal pipe of diameter 200 mm at a velocity 3 m/s. A circular solid plate of diameter 150 mm is placed in the pipe to obstruct the flow. Find loss of head due to obstruction in the pipe if C = 0.62.

AAA cir Water is flowing through a horizontal pipe of diameter 200 mm at a velocity 3 m/s. A circular solid plate of diameter 150 mm is placed in the pipe to obstruct the flow. Find loss of head due to obstruction in the pipe if C = 0.62.

Name: AVA cir Water is flowing through a horizontal pipe of diameter 200 mm
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: AVA cir Water is flowing through a horizontal pipe of diameter 200 mm at a velocity of3 m/s. A circular solid plate of diameter 150 mm is placed in the pipe to obstruct the flow. Find theloss of head due to obstruction in the pipe if C = 0.62.

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

Water flows steadily with negligible viscous effects through the pipe shown in the figure below. Determine the diameter, D, of the pipe at the outlet (a free jet) if the velocity there is 28 ft/s. Open V=28 ft/s D TUL 15 ft 10 ft 11.5 in. diameter
Water flows in a D = 36 mm diameter pipe as shown in the figure. Since Q = 60 m3 / h, and the density of %3D water is 1000 kg / m³, calculate the resultant force on the elbow and the angle it makes with the horizontal. 120°
Air flows through the 400-mm-wide rectangular duct at 75000 liters/min as shown in Take pa = 1.202 kg/m. Assume the air is an ideal fluid (incompressible and frictionless). 200 mm 800 mm Part A Determine the y component of the force acting on the end plate Bof the duct. Express your answer to three significant figures and include the appropriate units.
The flow rate of water through the pipe system shown in the figure is 25 lit/s under the total head loss of 10m. Assume C = 120 for all pipes. Determine the total head lost and the diameter of pipeline C. Line A L=250m, D=150mm Line B L=270m, D = 150mm L = 200m, D = ? Line C Line D L=500m, D=200mm
A piston contains a type of fluid that has a S.G of 0.9 and a dynamic viscosity of 0.02 Poise. The flow at section B is 0.4mL/s. Considering that the velocity head and head losses in the pipe is neglected at section A, determine: c. The required force to produce the given flow in Newtons da 10 mm di- 0.25 mm B 20 mm 30 mm
Consider the flow between two horizontal parallel plates. The top plate is still and the other one is moving to the left at a constant V. Both at a free to chose incline angle (theta<1.50). Find the velocity equations for the flow between the plates.
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
Calculate the discharge through a pipe of diameter 200 mm when the difference of pressure head between the two ends of pipe 500 m apart is 4 m of water. Take f 0.009
HI. Thank you
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…
What is the head loss at the outlet of the pipe that discharges water into the reservoir at a rate of 10 cfs if the diameterof the pipe is 12 in.?
Oil of SG=0.87 and a kinematic viscosity v = 2.2 x 10-4 m²/s flows through the vertical pipe shown in the figure below at a rate of 5 x 10-4 m³/s. Determine the manometer reading, h. Assume SGm = 1.3, D = 18 mm, / = 3 m. h = i SG m te SG SUPPORT