STUDIES ON HYDRAULIC DESIGN OF LATERAL DIVERSION STRUCTURES

The object of the study described herein is to investigate the performance of lateraldiversion works designed to secure a constant overflow rate.The contents of this paper are as follows The first, the characteristics of various elementsincluded in the fundamental equation on gradually varied flow of non uniform discharge aremade clear, based on the experimental analysis conducted by Dr. Iwasa and authors. Thesecond, dynamic expressions to give proper dimensions of the diversion works which satisfy thedischarge requirements are derived from fundamental eqnation. The thrid, the experimentalverification on the designed channels which show an effective performance is described.The object of the study described herein is to investigate the performance of lateraldiversion works designed to secure a constant overflow rate.The contents of this paper are as follows The first, the characteristics of various elementsincluded in the fundamental equation on gradually varied flow of non uniform discharge aremade clear, based on the experimental analysis conducted by Dr. Iwasa and authors. Thesecond, dynamic expressions to give proper dimensions of the diversion works which satisfy thedischarge requirements are derived from fundamental eqnation. The thrid, the experimentalverification on the designed channels which show an effective performance is described