Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Q. Briefly explain about Artificial cut offs?
Alignment of a cut off is chosen so that approach and exit ends remain more or less tangential to the river course. A cut off can be made either by open excavation or by means of a dredger. Since considerable amount of work is usually involved below low water level making a cut becomes easier with a dredger.
Normally only a small pilot cut of about 10 per cent capacity of the channel discharge is made where the river cut off is desired. The river is relied upon to open out the pilot cut and develop it once the water starts flowing. When arc to chord ratio is about 5 or more, development of a cut off may be expected to be rapid. A deep and narrow cut may be preferred to a shallow and wide section, since side erosion is easier and faster than bed scour.
Velocities in deeper cut are also more. In designing an artificial pilot cut, its progressive development and final adjustment of the river are required to be visualised. When cut off is made across the neck of the bend, length is shortened so that with the available fall, slope steepens increasing the velocities. These increased velocities open out the cut rapidly and the river gets diverted on the new cut off channel. With increased velocities, bed scour and degradation occurs upstream of the cut off. The scoured material is deposited on the downstream side and finally equilibrium bed and water surface slopes are established which can be a little steeper than the original. Thus in effect river attains a somewhat steeper slope and generates higher velocities. Bank protection is, therefore, usually needed at and in the vicinity of a cut off to prevent side erosion. Otherwise new bends may form in the wake of a cut off as was experienced in the Mississippi River. Superimposition of the expected longitudinal section with cut off over the existing section permits a rough assessment of possible degradation and aggradation. Such an attempt should be made to estimate the final bed and water levels and lengths likely to be affected by the cut off.
Define Recommendations for Design of PTFE Sliding Bearing? Other Recommendations for Design of PTFE Sliding Bearing 1. Expansion bearings having sliding surfaces of PTFE sha
Question If in case mud waves occur during reclamation, what are probable solutions to rectify the situation? Answer (i) Option 1 - Complete Removal of All Disturb
Construction planning millennium miles
Q. What do you mean by Laying of apron in design of bridge? Width of apron laid on river bed should be 1.5 D1 where D 1 is estimated scour depth in metres below river bed. Thi
Mad/Sir What would be the Horizontal and vertical component from this acting force see diagram
how to perform experiment on magnetic susceptibility
Q. Show Afflux and scour in alluvial rivers? In case of alluvial rivers, the river bed comprises scourable material like sand. Constriction of bridge waterway causes increase
Need assignment for structure concrete work
Write some appplications of lagrange''s mean value thorem
Q. Write short notes on the following : a) Points to be kept in mind while collecting water samples for testing from tap, stream & T/well separately. b) Where and why foot
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!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd