Titlebook: Channels and Channel Control Structures; Proceedings of the 1 K. V. H. Smith Conference proceedings 1984 Springer-Verlag Berlin Heidelberg

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Model Studies on Local Scourture of the problem and a large number of variables involved a purely theoretical approach has been extremely difficult. Therefore, recourse had aften to be made to indirect methods, approximations, simplifying assumptions, dimensional analysis, experimental techniques, empirical approach, field exp

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Hydraulic Research on Irrigation Canal Fallsarges. In the case of a regulated fall, it also serves to obtain command at specific points along a canal, where the water surface has to be raised to enable an offtaking main or branch canal to be supplied. In both cases, a drop in water level is artificially created which results in the conversion

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Scour at Bridge Piers in Meandering Channels — IIvestigated Italy. Equilibrium scour holes developed around the piers , boundary shear stress distributions , and flow characteristics in the soured zones were measured in the laboratory hi case of both round and lenticular nosed piers having length — width ratios of 2 and 3 , and placed at different