Briefly explain about artificial cut offs, Civil Engineering

Assignment Help:

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.


Related Discussions:- Briefly explain about artificial cut offs

Can u give me a sample assignment, im newer to the courses so i would like ...

im newer to the courses so i would like to know about the assignment types. in this case can u please show me a sample assignment?

Mollusca, what is the taxonomy of phylum molluska

what is the taxonomy of phylum molluska

WMM, GRADATION OF WMM

GRADATION OF WMM

Concreting, #question why cracks develops on the surface of concrete on the...

#question why cracks develops on the surface of concrete on the next day of casting?

What is thermodynamics?, Thermodynamics is concerned with the conversion of...

Thermodynamics is concerned with the conversion ofheat into mechanical energy or vice versa.  Heat usually generated through combustion of fossil fuelor nuclear reaction. Exa

Corrosion, How is corrosion perverted...?

How is corrosion perverted...?

Shallow bedrock condition adverse for open berth piers, Question What i...

Question What is the reason that shallow bedrock condition adverse for open berth piers? Answer Most severe load on piers generally is horizontal load due to berthing

Calculate surface loading rate for each clarifier, A wastewater plant is op...

A wastewater plant is operating at 10MGD with a suspended solids concentration of 200mg/L. It has 6 clarifiers operating in parallel. Each clarifier is 40 foot in diameter and 10 f

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