Water flows through a horizontal pipe at a rate of 0.01 m /s. The pipe consists of two sections of diameters 5 cm and 2 cm with a smooth reducing section. The pressure difference between the two pipe sections is measured by a fluid manometer that has S=12.9. Neglecting the viscous effects, determine the differential height of fluid manometer h (m) between the two pipe sections.

Water flows through a horizontal pipe at a rate of 0.01 m /s. The pipe consists of two sections of diameters 5 cm and 2 cm with a smooth reducing section. The pressure difference between the two pipe sections is measured by a fluid manometer that has S=12.9. Neglecting the viscous effects, determine the differential height of fluid manometer h (m) between the two pipe sections.

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

If the difference between the total pressure and static pressure in an air duct is measured by a pitot tube to be 6.5 cm H2O, what is the flow velocity in m/s? Density of water is 998 kg/m3, and g = 9.81 m/s2. 3 signififcant figures answer
The velocity of oil at entry and exit to a pipeline are measured as 0.3 m/s and 0.5 m/s. These values are observed to be remained constant at any point of time. Thus, the flow through the pipeline can be assumed as Unsteady flow Steady flow Non-uniform flow O Uniform flow
Determine the manometer reading as shown in thefigure, when the velocity of fluid flowing through a75mm diameter pipe is 0.6 m/sec.
A petroleum liquid with (SG = 0.95), flows through the Venturi meter as shown with flowrates between 3 and 7 L/s and diameters of d1 = 0.045 m & d2 = 2.5 cm. Then the minimum velocity at section 1 is m/s. D: (1) (2) D₂ Q
Can you help me to solve this problem? Water is siphoned from the tank shown on the Figure below. Assuming frictionless flow, determine the mass flowrate from the tank in kg/s to 2 decimal places. Take atmospheric pressure and density of water 105 Pa to be 1000 kg/m3, respectively. Gravitational acceleration is 9.81 m/s2
Air flows steadily from a large tank, through a hose of diameter D = 0.03 m and exits to the atmosphere from a nozzle of diameter d = 0.01 as shown. The pressure in the tank remains constant at 3.0 kPa and the atmospheric conditions are standard absolute temperature and pressure. Determine the flowrate and the pressure in the hose.
Water at 15 degrees Celsius is flowing through a 2-in ID smooth pipe. The friction loss for a 100-ft section of the pipe amounts to 4.8 lbf/lbm. Determine the velocity of the flow.
answerquickly
Determine the head loss due to friction of an oil of specific gravity 0.77 and viscosity 0.85 poise is flowing through a pipe at the rate of 3.7 m/s. Assume the pipe diameter as 29 cm and the length of the pipe as 5618 cm. Oil Density (in kg/m3) Reynold's Number - Co-efficient of friction - Head loss due to friction
Please indicate the given and illustration A steel pipe, 3.5 km long x 80 cm diameter x 1 cm wall thickness, conveys water at the rate of 1.75 m3/s. Determine the increase in pressure when a valve provided at the downstream end of the pipe is closed instantaneously. Consider pipe to be elastic and take bulk modulus of water K = 2x109 N/m2; Modulus of elasticity of steel E = 2x1011 N/m2. After determining the surge of pressure in the pipe, compute the following: A) The Longitudinal Stress of the Pipe in Pascal. B) The Circumferential Stress of the Pipe in Pascal.
Water flows through a pipe at 15 L/s as shown. If the gage pressure of 12.5 kPa, 11.5 kPa and 10.3 kPa are measured for P1, P2 and p3, respectively, what are the head loss between 1-3 in meters.