Short explanation In a stream line steady flow, two points A and Bon a stream line are 1 m apart and the flowvelocity varies uniformly from 2 m/s to 5 m/s.What is the acceleration of fluid at B?

Answered: Image /qna-images/answer/8bc2e14c-df5a-426e-9584-79808275be73.jpg

Answered: In a stream line steady flow, two…

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

Consider the incompressible Newtonian pipe flow (Fig. 6). Assume the flow is essentially axial, vz ≠ 0 but vr = v = 0 and ∂/∂ = 0. The flow is fully developed and steady in a horizontal pipe with the constant pressure gradient. Apply the Navier-Stokes equations and:
which of the following mostly depends on headloss? a. pressure headb. elevation headc. velocity head in uniformly sized pipe, which of the following is constant? a. pressure headb. elevation headc. velocity head in compressible flow, which is mostly conserved among the following variables? a. densityb. volumec. mass
The flow through a rectangular channel (width in x and height in z) is nonuniform with a velocity profile of V(z) = mz+b. The velocity at the floor of the channel is V(z=0) and the velocity at the top of the channel is V(z=Z). a) Develop an expression for flow rate and average velocity using the given constants. If the channel is 5m wide in x and 3m tall in z and V(z=0) = 0 m/s and V(z=3m) = 6 m/s: b) Determine the value of the constants m and b in the velocity profile c) Determine the value of the flowrate and average velocity of water in the channel.
An 8 ft long tank open to the atmosphere intially contains 3 ft high water. It is being towed by a truck on a level road. The truck driver applies the brakes and the water level at the front rises 0.5 ft above the initial level. Determine the deceleration of the truck in ft/s^2. a. 6.72 b. 3.24 c. 4.03 d. 5.21 with Free Body Diagram
A vertical cylindrical tank is 9 m high and 5 m in diameter. It is two thirds full of water and is rotated uniformly about its axis until on the point of overflowing. Compute the linear velocity at the circumference of the tank.
An underground conical tank, standing on its vertex, is being filled with water at the rate of 18pi ft3/min. If the tanks has a height of 30feet and a radius of 15feet, how fast is the water level rising when the water is 12 feet deep? a. 3/4 ft/min b. 1/4 ft/min c. 1/2 ft/min d. 1/3 ft/min
Determine whether the flow is turbulent or laminar if a fluid flows at 0.001?^3/? through a 100mm diameter pipe.
A 50 mm diameter circular sharp-edged orifice at the side of a tank discharges water under a head of 3 m. If the coefficient of contraction Cc=0.63 and the headlost is 240 mm, compute the discharge and the coefficients of velocity Cv and discharge C.
Pls choose the correct answer which of the following mostly depends on headloss? a. pressure headb. elevation headc. velocity head in uniformly sized pipe, which of the following is constant? a. pressure headb. elevation headc. velocity head in compressible flow, which is mostly conserved among the following variables? a. densityb. volumec. mass
What does a negative flow rate mean?A. This value is incorrect and shall be indicative of wrong computation.B. The head loss is actually a head gain.C. The correct direction is opposite of the assumed direction of the flow rate.D. None of the above.
Given is the flow of a channel of large width b under asluice gate, as in Fig.. Assuming frictionless steadyflow with negligible upstream kinetic energy, derive a formulafor the dimensionless flow ratio Q2/(y 31b2g) as a functionof the ratio y2/y1. Show by differentiation that themaximum flow rate occurs at y2 = 2y1/3.
The velocities recorded by current meter in a stream are given below. Find the discharge per unit width of stream near the point of measurement. Take the depth of flow at the point as 5m. Depth above bed (m) 0 1 2 3 4 5 Velocity (m/s) 0 0.5 0.7 0.8 0.8 1

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

In a stream line steady flow, two points A and B on a stream line are 1 m apart and the flow velocity varies uniformly from 2 m/s to 5 m/s. What is the acceleration of fluid at B?