How to set location of the bridge, Civil Engineering

Assignment Help:

Q. How to set Location of the bridge?

A bridge is normally located where the river section has minimum width so that the structure becomes shorter and economical. As far as possible it is aligned normal to the river. If satisfying these requirements involves a long detour, some compromise is made in siting a crossing. Care is also taken to avoid, if possible, sites where frequent changes occur in river course, tendency for aggradation or degradation is manifest and problems of bank erosion or difficult foundation conditions are required to be faced.

Approach banks in case of constricted bridges are generally aligned in line with the bridge axis and normal to the guide bunds. Approaches deviating towards downstream direction add to their safety from river loops approaching dangerously close while deviation in upstream direction exposes them more to river attack.

Location of the bridge with respect to Khadir width also determines the length and position of approach bank exposed to river attack. When bridge is constructed near one of the ends of the Khadir width and when the khadir edge consists of stiff material resisting erosion, cost of one guide bund can be saved. Longer length of the approach at other end however gets exposed and becomes vulnerable to river attack in this case. On the other hand central location of the bridge reduces length of approach open to river attack, minimises possibility of extreme obliquity of approach of the river towards the bridge but requires provision of guide bunds on both the flanks.

In general, bridge location and alignment are fixed to ensure normal approach of the river, equitable distribution of flow across bridge section and minimum possibility of river attack on approach banks.


Related Discussions:- How to set location of the bridge

Structure analysis II, To determine a trusses ,beams and frames of two degr...

To determine a trusses ,beams and frames of two degree by compatibility equations and by castiglanoes theorem

Minimum volume of sump volume for pumps, Minimum volume of sump volume for ...

Minimum volume of sump volume for pumps Maximum pumping rate = Q P Volume of sump = V Inflow Rate = Q i Cycle Time T c = t 1 + t 2 t 1 = V / Q P - Q i t 2

Deep foundation, At what places deep foundation are made?

At what places deep foundation are made?

Mixture of phases, Phases are usually identifiable because of adifference i...

Phases are usually identifiable because of adifference in density which causes gravitational separation. e.g. Ice floats on water, steam rises.

Barometric leveling, what are advantages and disadvantages of barometric le...

what are advantages and disadvantages of barometric levelling

Track structure on broad gauge, Q. What is the minimum prescribed track str...

Q. What is the minimum prescribed track structure for LWR / CWR on Broad Gauge? Ans.- 1. General - The minimum length of LWR depends upon - i. Range of temporary variati

Average heating season outside temperature, Produce a manual determination ...

Produce a manual determination to determine the instantaneous rate of heat loss (kW) through one part of the fabric (eg roof, glazed area, wall) based on an internal building desig

Timber design, design of timber in flexural members in terms of extreme fib...

design of timber in flexural members in terms of extreme fibre stress in bending, maximum horizontal shear stress, deflection and bearing stress perpendicular to the grain. the ful

Practice to form washout regulators, Question Why are two gate regulato...

Question Why are two gate regulators necessary in regular practice to form washout regulators ? Answer In fact, situation is analogous to that of fire hydrants in tha

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