Explain36. In the figure, water is pumped into an empty right cylindricalwater tank of base radius 60 cm and height 100 cm through a rightcylindrical water pipe of radius 4 cm. It is given that the speed ofwater flow is 1.5 m/s.(a) Will the water overflow after 2 minutes? Explain your answer.(b) Suppose water leaks through a small hole at the bottom of thewater tank so that the water level drops at a speed of 5 cm perminute. Can the water tank be filled up? Explain your answer.60 cm100 cm

Given Data:Cylindrical Tank Dimensions: Radius R = 60 cm Height H = 100 cm Water Flow: Pipe…

Answered: Explain 36. In the figure, water is…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Branching of pipes
Pls answer in 3 decimal places
answer it simple
Water flows through an expansion pipe as illustrated in Figure 1. Q ((A) S 2 m v(s) (B) Figure 1: Schematic of water flowing through an expansion pipe. The velocity along streamline s is given by v = = 2t(3 s) m s-¹ where t is in seconds and s is in meters. Assuming viscous effects are negligible, (a) Derive an expression for change in velocity with respect to time. (b) Derive an expression for change in velocity with respect to space. (c) At the instant t = 2 seconds, if the pressure as point A is 20 kPa, determine the pressure gradient, d, needed to produce this flow via application of the Bernoulli equation. (d) What assumption in Bernoulli's equation is clearly violated in this example?
As shown in the figure, a pump draws water from reservoir A (EI 25m) and lifts it to reservoir B (El 60m). The loss of head from A to 1 is 2 times the velocity head in the 200 mm pipe and the loss of head from 2 to B is 10 times the velocity head in the 150 mm pipe. Calculate the pressure head at point 1 when the discharge is 0.030 m³/s. Round off your answer to one decimal place. E1 25 7 Pl Answer: = 4 200 mm 2 m 150minh EL O El 60 B
Fluid mechanics
Water flows through a pipe of 200 mm in diameter 60 m long with a velocity of 2.5 m/s. What is the head loss due to friction using Darcy's formulae? (Assume f = 0.005)
Use the following given values to solve problems, unless otherwise stated. Ywater = 9790 N/m³ = 62.4 lbf/ft°; g = 9.81 m/s? = 32.2 ft/s²; 1 hp = 550 lbf-ft/s = 746 Watts Problem-1 Water is pumped from the large tank through a uniform diameter pipe (d = 3 in.) and exits as a free jet (refer figure-a). The plot of the flowrate (Q) versus pump-head (hp) is a straight-line graph that passes through points (3, 16) as shown in figure-b. If the pipe friction head loss is, hf = 7V:/2g, where V is the average fluid velocity in the pipe, find a) the equation that relates hp and Q; b) flowrate and c) If the pump is 75% efficient, what horsepower is needed to drive it? Assume steady, incompressible flow. Ignore kinetic energy correction factor (a). 12 ft Pump %3D (a) 16 3. Q, ft°ls (b) dy
For the inclined manometer containing mercury, shown in the figure, determine the pressure in pipe B if the pressure in pipe A is 10 kPa and the reading along the inclined leg of the manometer is 11 cm instead of 9 cm. Pipe A has water flowing through it, and oil is flowing in pipe B.
Please show step by step solution.
If you decide to help, please help with all the parts of the question, I'm not sure I understand any of it... :/ The tank shown in the following figure is being filled by Pipes 1 and 2. The water level is to remain constant. A tank of water is open at the top. The tank is filled from above by pipe 1 and pipe 2. Pipe 1 has diameter d1 = 1 in., and fills the tank with water at a velocity of V1 = 2 ft/s. Pipe 2 has diameter d2 = 1.25 in., and fills the tank with water at a velocity of V2 = 1.4 ft/s. Water empties from the bottom of the tank through pipe 3. Pipe 3 has diameter d3 = 1.5 in., and empties water from the tank at an unknown velocity V3. (a) What is the volume flow rate (in ft3/s) of Pipe 1? (b) What is the volume flow rate (in ft3/s) of Pipe 2? (c) What is the volume flow rate (in ft3/s) of water leaving the tank at 3? (d) What is the cross-sectional area (in ft2) of flow for Pipe 3? (e) What is the average velocity (in ft/s) of the water leaving the tank?
Solve please

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS