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This paper is intended to investigate the characteristics of suspended sediment transport and flow field surrounding Bandal-like structures. Bandal-like structure is a kind of groin which may be considered as a combined structure consisting of an impermeable groin at the upper part and a permeable groin at the lower part. Bandal-like structure is an indigenous structure used in the Indian Subcontinent for navigation enhancement, bank protection and channel stabilization. Bandal-like structure works well under suspended sediment conditions. It is important to clarify the hydraulic and morphological implications of it in order to understand its performances and working mechanisms. In this study, attempts have been made to seek scientific evidences for Bandal-like structures with a laboratory experimental study on the local flow, suspended load concentration and bed deposition around Bandal-like structures.

EXPERIMENTAL STUDY ON FLOW FIELD AROUND BANDAL-LIKE STRUCTURES UNDER SUSPENDED LOAD TRANSPORT CONDITION