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

Define well steoning, Q. Define Well Steoning? It is the side wall of w...

Q. Define Well Steoning? It is the side wall of well foundation. It is built of masonry or cement concrete not less than M 10 grade, sufficient bond rods should be provided to

Explain p trap, Q. Explain P Trap? Trap is a depressed or bent sanitary...

Q. Explain P Trap? Trap is a depressed or bent sanitary fittings which always remains full of water it is water seal. Its functions are to prevent passage of foul air or gas

Kinematic viscosity test, how kinematic viscosity test happens?

how kinematic viscosity test happens?

Colour code, in colour working drawing what are the colour code?

in colour working drawing what are the colour code?

Surveying, obstacles in chain surveying

obstacles in chain surveying

Effect of bridge piers across a stream, Presence of bridge piers across a s...

Presence of bridge piers across a stream causes constricted flow in the openings due to the decrease of width of stream owing to presence of the piers. Furthermore it creates the f

Stress, stress and there types

stress and there types

Determine the in-situ dry unit weight, Q. The following observations were r...

Q. The following observations were recorded in a Field density determination by sand-replacement method: Volume of Calibrating can = 1000 cm3 Weight of empty can = 10 N We

Distribution of shear strees over triangular section, derivation for above ...

derivation for above topic

Determine the void-ratio and shrinkage limit, An oven-dry soil sample of vo...

An oven-dry soil sample of volume 225 cm3 weighs 3.90 N. If the grain specific gravity is 2.72, determine the void-ratio and shrinkage limit. What will be the water content which w

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