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!
Question
In designing of service reservoirs, how should reservoir floors be designed to avoid leakage of water because of seasonal and shrinkage movements?
Answer In general two core approaches designing floors of service reservoirs as follows-
(i) In first method, movement joints are designed in each section of reservoir floors so they are able to expand and contract freely. Each section is entirely isolated from one an additional and sliding layer is placed under them to aid in sliding.
(ii) Second means, on contrary, does not make provision to free movement. Because seasonal and shrinkage movements, cracks are designed to happen in reservoir floors such that very tiny cracks are spread in excess of floor and these cracks are also small to initiate corrosion or leakage. However, in case, amount of reinforcement used is much larger than first come near.
maintenance of wbm roadstion
Question What are advantages and disadvantage of using timber fenders , plastic fenders and rubber fenders ? Answer Timber fenders - They are low in power and a
What are the uses of alloys in daily life and how are alloys made? Ans) Alloying is not always done to make a 'superior' material, but to produce materials having a desired requ
• The previous load analysis represents a first and necessary step in the analysis of the given structure but it does not tell us whether the given load can be safely supported (i.
Why do we need to control air pollution? a. It causes harmful effects on human health, Materials and property, Plants and Animals, Visibility, Global climate and others b.
Q. Direction of approaching velocities of ships during berthing? One of the key effects of angle of approaching velocities of ships is its influence of energy to be absorbed by
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
what are the actuall windows and door dimensions e.g AN ND4
how to draw load intensity and bending moment diagram form a given shear force diagram
Abrasion Test: This test is carried out on stones used as aggregates for road construction. The test result shows the suitability of stones against the grinding action u
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