User Account

All Pages

hydraulics, Civil Engineering

Assignment Help:
In this question we consider a bended outlet of pipe flow AB. End A is attached to an
incoming pipe by a flange connection. The pipe diameter at A is the same as the incoming
pipe, dA=10cm. The flow is converged and bended through a short transition, which
dissipated 50% of the kinematic flow energy at point A. After the transition, the flow goes
through a narrow pipe with diameter dB=5cm, and eventually shorts out from point B as a
free jet flow. The flow at point A is in the horizontal direction, and the flow at point B is at
an angle 30° to the horizontal direction. Point B is 50cm above the pipe’s axis at point A. We
consider a steady flow with a discharge Q=0.01m3/s.
You can that AB is short enough for neglecting frictional head loss, but is long enough to
ensure well-behaved flow at A and B.

Related Discussions:- hydraulics

Inspection of girder bridge, Q. As an AEN in charge, what inspection will...

Q. As an AEN in charge, what inspection will you under taken at the time of inspection of Girder Bridge 3 x 60 feet. Please explain the important items to be o

Trigo, a pilot entering a bay on course

a pilot entering a bay on course

Stacking of materials for building, briefly explain the stacking of materia...

briefly explain the stacking of materials in the site for general building

Engineering, what does a civil engineer

what does a civil engineer

Hollow core flush door, What is hollow core flush door?

What is hollow core flush door?

Explain stopping sight distance on horizontal curve, Explain Stopping Sight...

Explain Stopping Sight Distance on Horizontal Curve Section Obstructions along the inside of curves can limit the available (chord) sight distance. A curve must be designed tha

Som, derive the expression for stress in arbitrary plane in a body subjecte...

derive the expression for stress in arbitrary plane in a body subjected to bi axial stress condition

Shear stress, difference between bending stress and shear stress

difference between bending stress and shear stress

Determine the term- shrinkage of concrete, Determine the term- Shrinkage of...

Determine the term- Shrinkage of Concrete Shrinkage of concrete is primarily due to gradual loss of moisture which results in change in volume. The shrinkage of concrete depend

Define dupuit equations for unconfined aquifers, Define Dupuit Equations fo...

Define Dupuit Equations for Unconfined Aquifers Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 )     Using log 10 : Q = K((h 2 ) 2 - (h 1 ) 2 )/((1,055)l

Write Your Message!

Captcha
Order Assignment

Featured Services

Order Now

Popular Subjects

Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

Submit Assignment

Academics

Major Subjects

Majors

Get In Touch

whatsapp: +91-977-207-8620

Phone: +91-977-207-8620

Email: [email protected]

TERMS & POLICIES

HELP & SUPPORT

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd