Effect of bridge piers across a stream, Civil Engineering

Assignment Help:

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 following problems from hydraulic point of view: 

(i)  Local scouring at the piers and bed erosion can take place. To avoid damage to the foundation of piers, a number of protective layers of stone or concrete apron could be provided around the piers.

(ii) The head loss induced by bridge piers causes the backwater effect so that water level upstream is increased. Thus this may result in flooding in upstream areas.


Related Discussions:- Effect of bridge piers across a stream

Estimate the activity durations - construction management, Estimate the Act...

Estimate the Activity Durations The total labor cost for emergency bridge rehabilitation on an interstate highway is $5,716,440.  The average crew-hour cost is $15,879 for this

ENGlLISH, Ask question #WHAT is presentation skill #

Ask question #WHAT is presentation skill #

Sir I want to do assignments, sir I want to do assignments which were provi...

sir I want to do assignments which were provided by you sir could you please check with that

Determine the uses of prestressed concrete poles, Determine the uses of Pre...

Determine the uses of Prestressed concrete poles Prestressed concrete poles are commonly mass produced and are used in most countries for power transmission, antenna masts etc

Calculate the uniformly distributed load, Given: pretensioned rectangula...

Given: pretensioned rectangular beam b=6" h=20" f'c=4000psi f'ci=3000psi fti=.165ksi fts=.38ksi fci=1.8ksi fcs=1.8ksi R=0.80 Required: (a)Pi and e to maximize Md+

Engineer''s role on Transportation Problems In the Society, #question.Techn...

#question.Techniques of Operations Research - Transportation Problem, Transportation Models Transportation Problems Transportation plays an important role in our econ

What is the density index of the natural soil, A sand at a borrow pit is de...

A sand at a borrow pit is determined to have an  in-situ dry unit weight of 18.4 kN/m 3 . Laboratory tests indicate the maximum and  minimum unit weight values of 19.6 kN/m 3 and

Write Your Message!

Captcha
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!

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