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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.
Types of Limes and their Properties The limes are classified in three categories as fat lime, hydraulic lime and poor lime: (1) Fat lime: It is composed of 95 percentage o
Q. Show the Settlement due to Excavation? If an excavation is made in a sandy soil, the structure founded near the excavation will be affected and it will cause extra settlem
Absolute pressure is measured from a vacuum (0 PSI) and atmospheric pressure is14.7PSIa or 14.7 PSI above a vacuum 1PSI on a tire pressure gauge is known as 1PSIg = 15.7PSIa 10PSIg
Q. Back fill behind the abutments of bridges? Dry Rubble - At the bank of all bridge abutments and wing walls, the space next to the masonry is to be filled in by a hand-pack
process properties
Hello I have an assignment due feb 1st at 3 pm. I wanted to know if it was possible that it gets solved
Stability of the upstream slope of an earth dam Give the step by step procedure for examining the stability of the upstream slope of an earth dam by the Swedish method of slice
explain it
Beam of arbitrary cross-sectionsubjected to couples M Bending moment at any sectionis M Consider segment of beam subtended by angle θ Some fibres will shorten e.g. ABand o
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