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. Constriction of waterway at bridges?
Constriction of waterway at bridges is effected by extending the approach banks to cover spill area or, in addition, part of active channel. Such encroachment causes obstruction to flow. Guide bunds are then required to be provided for guiding flow smoothly through the bridge.
The course of main channel may change on account of progressive movement of meanders or formation and movement of islands in braided rivers. In the process, attack may develop on bridge approaches. Under such conditions it becomes obligatory to provide guide bunds in order to pass the river discharge axially with as uniform flow distribution through the bridge as possible. Guide bunds also prevent the river cutting into the bridge approaches, causing breaches and forming deep scour at abutments. These objectives are achieved by giving guide bunds suitable shape, providing adequate length, by adding curved heads and by giving suitable protection to exposed faces against river attack.
SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION
assingnment
obstacles in chain surveying
what is friction damper and there types?
to find height difference between two or more points in different conditions
Determine elongation because of self weight of bar:
Charged of stores - The following types of stores come under this category: - i. Consumable stores, such as kerosene oil, paints, varnishes, cotton waste and grease, etc, is
California Bearing Ratio (CBR): The most widely used test for determining the supporting power of a soil for designing the thickness of pavements is the California Bearing Ra
The Atterberg limits of a clay soil are: Liquid limit = 63%, Plastic limit = 40%, and shrinkage limit = 27%. If a sample of this soil has a volume of 10 cm 3 at the liquid limit a
design a tension member subjected to a pull of 300KN using a channel section. the length of a joint available is only 400mm.check the condition of using lug angle for end connecti
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: +1-415-670-9521
Phone: +1-415-670-9521
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd