Design the curtain to touch the seabed, Civil Engineering

Assignment Help:


For fixing of silt curtains, what is the reason that it does not desirable to design the curtain to touch the seabed?


Silt finished are resistant vertical barriers extending from seawater surface to its designed depth. Curtains are held in a vertical place by carrier float on their top and a curtain weight at their base. A worry cable is intended at carrier float to resist stresses incurred by currents. In addition, silt curtains are anchored to seabed to hold them in designed organization.

In core, depth of silt curtains have to not be so long and touch seabed as bottom segment of silt curtains will be trapped inside the newly accumulated sediment, thus resulting in sinking of curtain. As a result, it is difficult to remove these sunken curtains. Furthermore, reversal tidal and recent actions might cause movement of bottom region of curtains that stir up settled postponement and tempt additional turbidity.


Related Discussions:- Design the curtain to touch the seabed

In marine pile type of steel tubular piles, Question In marine pile typ...

Question In marine pile type of steel tubular piles with reinforced concrete infill, least toe level is frequently specified in contract drawings. What is the purpose in your v

Machanics, write a short on vector representation of force(addition and sub...

write a short on vector representation of force(addition and substraction )

Mathcad prime2.0, I want to ask about mathcad prime 2.0, when I want to sav...

I want to ask about mathcad prime 2.0, when I want to save my work it shows that I can''t save it because Excel is busy ,, what I have to do to fix this problem ??

Classification of timber based on grading, Classification Based on Grading:...

Classification Based on Grading: IS 883-1970 classifies the structural timber into 3 grades-select grade, grade I and grade II. The classification is depend on, defects, permi

Define the both inside clearance and outside clearance, The inner diameters...

The inner diameters of a sampling tube and that of a cutting edge are 70 mm and 68 mm correspondingly, their outer diameters are 72 and 74 mm respectively. Verify the inside cle

Pumps, largest centrifugal pumps

largest centrifugal pumps

Simple stresses and strains, SIMPLE STRESSES AND STRAINS: The concepts...

SIMPLE STRESSES AND STRAINS: The concepts of strain, stress, elastic modulus & the basic concepts in application to analysis of deformation and stresses in simple solids. Any

Dynamical method of earthquake force analysis, Earthquake force analysis me...

Earthquake force analysis method Dynamical method In contrast with the static loading, dynamical analysis method is discussed. In this method, structure reflections at any poin

Influence Line for shear at Support, I have to draw the IL for the shear at...

I have to draw the IL for the shear at a roller support and am not sure how it should look

States of stress - principal stresses, States of stress - principal stresse...

States of stress - principal stresses: Now let us consider a few cases of solids of the similar material (mild steel) under various states of stress as display in Figure. The

Write Your Message!

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