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Q.What Hydrographic data required for Design of bridge?
(i) Design discharge for bridge waterway and foundation with corresponding high flood levels. Frequency curve for annual peak discharges.
(ii) Gauge-discharge or rating curve at bridge site showing rising and falling limbs separately.
(iii) Hydrographs pertaining to normal year and also the one containing peak discharge for foundation design.
(iv) Rating curves should also be observed near the cross section at model boundaries. Alternatively low water and high water slopes should be reported.
While calculating Active Earth Pressure, do Coloumb''s Theory and Rehbann''s theory yield same results? I''ve tried and didn''t get the same results. Where might be the mistake?
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Q. What do you mean by M A S Accounts? This stands for material at site account. This is a suspense head of account that is maintained to watch actual consumption of materials
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With respect to implementation of Civil Engineering projects explain the relevance of application of the principle of ''Working from Whole to Part''
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