A cylindrical tank is being filled with water flowing with constant velocity V1 through a tap (Tap 1) that has an opening of diameter D1. The tank is initially empty and contains a tap (Tap 2) placed H1 m above the bottom of the tank that drains water at a velocity of ? = √2?h. Assuming flow through Tap 2 starts the moment Tank 1 2 height reaches H1 m, write the differential equation governing the change of water level inside the tank with time (?h =? ); ?? i) Before water level reaches H1. ii) After water level reaches H1 up until the tank is full. Do NOT attempt to solve the differential equations! Just drive the differential equations and write the boundaries of the definite integrals.

A cylindrical tank is being filled with water flowing with constant velocity V1 through a tap (Tap 1) that has an opening of diameter D1. The tank is initially empty and contains a tap (Tap 2) placed H1 m above the bottom of the tank that drains water at a velocity of ? = √2?h. Assuming flow through Tap 2 starts the moment Tank 1 2 height reaches H1 m, write the differential equation governing the change of water level inside the tank with time (?h =? ); ?? i) Before water level reaches H1. ii) After water level reaches H1 up until the tank is full. Do NOT attempt to solve the differential equations! Just drive the differential equations and write the boundaries of the definite integrals.

Name: A cylindrical tank is being filled with water flowing with constant ve
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: A cylindrical tank is being filled with water flowing with constant velocity V1 through a tap (Tap 1) that has an opening of diameter D1. The tank is initially empty and contains a tap (Tap 2) placed H1 m above the bottom of the tank that drains wate

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.8P: In some applications dealing with very high speeds, the velocity is measured in mm/s. Convert 8mm/s...

See similar textbooks

Similar questions

r = 0.2 m T = 20 sin 5t
1 .The Pitot and piezometer tubes indicate the following total and static pressures: P1 = 112 kPa, P2 + ρV22 / 2 = 240 kPa (figure 2). Calculate the speed V1. All pressure drops are neglected.
FLUID MACHINERY A 200-mm x 150-mm x 250-mm direct-acting duplex pump delivers water at a temperature of 150oC. The piston rod diameter is 40 mm and the slip is 10%. The pump operates against a pressure of 1500 kPa. Determine a. the theoretical capacity of the pump Answer : __________________ m3/minb. the actual capacity of the pump Answer : __________________ m3/min
Convert 15.14 poises to kinematic viscosity in m^2/s units if the liquid has a specific gravity of 0.964.
D1 = 200mm kinematic viscosity = 0.0001 m2/s D2 = 100 mm v2 = 2.5 m/s h = 4 m 10 m overall pipe lenght
At sea level, atmospheric pressure is 14.7 psia (101 325 Pa). A bicycle tire (at sea level) is inflated to 50 psi (344 737 Pa). Determine the gauge and absolute pressures in the inflated tire.
The figure shows a sensor indicating a gauge pressure reading of 1.5 kPa. The fluids are at 20°C Determine: a) the height hb. b) the height hc.The specific weight of air is 12.0 N/m3.
Strictly don't write the Equation directly, Include Proper explanation. The maximum blood pressure in the upper arm of a healthy person is about 120 mm hg. If a vertical tube open to the atmosphere is connected to the vein in the arm of the person, determine how the blood will rise in the tube. Take the density of the blood to be 1050 kg/m^3. (Ans :1.5m)
1300 m^3 to t
V = 12Msqrt(gL)/5m . If you come up with this answer, the website is showing its wrong so try again please
A tire is inflated to a gauge pressure of 32 psi. The absolute pressure in the tire is O Less than 32 psi. O Equal to 32 psi. O Greater than 32 psi.
choose the correct answer Q1A- Losses of pressure in fluid due to resistance by viscose shear stresses are: * a) Minor losses b) Fitting losses c) Friction losses d) Total head losses e) None of all above B- when pipe with the different diameter are connected by series, then total losses will be the sum of each pipe losses * a) True b) False