Abstract: Infiltration and overland flow, as a pair of watershed process, are fundamental in hydrology. Infiltration is even more fundamental because without an accurate infiltration model, it is impossible to model overland flow ...

Abstract: Hydraulic jumps in an inclined rectangular chute contraction were studied in this paper. Theoretical equations for the sequent-area and sequent-depth ratios for hydraulic jumps in the contraction were developed considering ...

Abstract: Discharge coefficients for water flow through a vertical, circular orifice at the bottom of a conical hopper were experimentally studied in the present paper. The conical hopper consists of a cylindrical hopper of inside ...

Abstract: To solve the equation of motion for a turbulent oscillatory boundary layer, a suitable eddy viscosity model and its parameters are needed. The Businger-Arya type of eddy viscosity model, where the form of the eddy viscosity ...

Abstract: This paper presents the results of a study of bed forms generated on a sandy bottom by an oblique standing wave resulting from obliquely incident long-crested waves on a fully reflecting vertical wall. Under antinodes of ...

Abstract: A linear combination of traditional discharge equations for simple rectangular and/or triangular weirs is proposed to describe the discharge equations of compound broad-crested (CBC) weirs. The CBC weirs are composed of ...