A cylindrical tank of diameter D is currently filled with water toa height h, as shown in the figure to the right. Water enters thetank through the pipe at (1) with a cross-sectional area A₁ and auniform velocity V₁. The height of water in the tank is increasingat a constant rate of 5 mm/s.Given the parameters below, find the volumetric flow rate in thepipe at (2), V2, in cm³/s, and classify it as an inflow or outflow.D = 20 cmh = 0.5 mA₁ = 1 cm²V₁ = 0.1 m/sh1V₁DPwater =1,000 kg/m³V22

Step 1:Assumptions:The flow is incompressible (density of water remains constant).The tank is…

Answered: A cylindrical tank of diameter D is…

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

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Question 2: A fluid with density 1 kg/m' is moving through a pipe with same cross-sectional area at a velocity of 1.2 m/s at pointl and 1.5 m/s at point 2, and point 2 above point 1 in the elevation with 3 cm. If the pressure at the beginning at point lis 116 Pa, what is the pressure of fluid at point 2? What is the mass and volume flow rate at point 2? 2 1
A water supplying pipe of diameter 14 cm, is used to pump the water to the house in the Tanuf hill at the height of 60 m above the ground. The flowrate at the end of the pipe is 180 lit/s. The pressure gauge is connected at the inlet of the pipe in the ground and measured as 35.5 N/cm2. Find the following: (i) The kinetic energy per unit weight at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe entry (unit in m)
The Water is flowing through a pipe having diameter 350 mm and 210 mm at the bottom and upper end respectively. The intensity of pressure at the bottom end is 25.85 N/cm? and pressure at the upper end is 11.6325 N/cm? & the rate of flow through the pipe is 40 lit/s. Draw a neat diagram and determine the following: 1.Velocity head at bottom of the pipe in m/s. 2. Velocity head at top of the pipe in m/s. 3. The difference in datum head between top & bottom in meter of water - 4. The difference of pressure head between bottom to top end in meter of water.- The velocity of flow of water at the bottom in m/s.
(Q3-A) The water tank in figure below is being filled through section (1) at Weight flow rate 100N/sec and through section (2) Volume flow rate (V*) 0. 010 m/sec If section (3) diameter 40 cm water levl his constant water in section1 And water level h is constant. Determine exit velocity section 3 water out water in section 2
As5
can you please solve this for me thanks,The increase in flow energy of a 10 ft3 of fluid passing a boundary of a system is 80,000 ft-lb. Determine the exit pressure if the inlet pressure is 100 psi.
Consider the incompressible flow of water through a divergent duct, where the inlet has a velocity & section area of 5 ft/s & 10 ft2. If the exit area is 5x the inlet area and the density of water is 62.4 lbm/ft3, solve for the pressure difference. (Please type answer no write by hend)
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A water jet has a diameter of 75mm and ahs a velocity of 15m/s. What is the horsepower exerted by the jet. ANSWER: 10hp
A pipe of diameter 18 cm, is used to pump the water to the house in the Hamra hill at the height of 50 m than the ground. The discharge at the end of the pipe is 220 lit/s. The pressure gauge is fitted at the entry of the pipe in the ground is 35 N/cm². Find the following: (i) The velocity head at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe inlet (unit in m) (Enter only the values by referring to the units given in brackets & DO NOT write the unit & do not send the handwritten answers to my mail id....) velocity head at the entry of the pipe is = (unit in m) pressure head at inlet = (unit in m) Total available energy per unit weight of the water at inlet of the pipe (unit in m) ,
Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m, and the pipe length L is 300 m. H= 16 m, h = 2 m, and the pipe head loss is given by h₁ = 0.01), where U is the velocity in the pipe. In your solutions consider the head loss at the pipe outlet to be ( U² 2g (a) what is the discharge in the pipe? (b) What is the pressure at point P halfway between the two reservoirs? (c) sketch the HGL and EGL. Water D H P B
A pipe of diameter 12 cm, is used to pump the water to the house in the Hamra hill at the height of 60 m than the ground. The discharge at the end of the pipe is 200 lit/s. The pressure gauge is fitted at the entry of the pipe in the ground is 34 N/cm?. Find the following: (i) The velocity head at the entry of pipe (in m) (ii) Pressure head at the inlet (in m) (iii) Total available energy per unit weight of the water at the pipe inlet (unit in m) (Enter only the values by referring to the units given in brackets & DO NOT write the unit & do not send the handwritten answers to my mail id...) velocity head at the entry of the pipe is = (unit in m) pressure head at inlet = (unit in m) Total available energy per unit weight of the water at inlet of the pipe

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