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Critical Submergence for Horizontal Dual Water Intakes under Perpendicular Uniform Approach Flow
Publisher: ASCE
Abstract: The present paper discusses an experimental study on the critical submergence for lateral dual horizontal intakes that are placed in a row and perpendicular to a uniform approach flow. The effect of clear spacing between ...
Scour Downstream of a Piano Key Weir with and without a Solid Apron
Publisher: ASCE
Abstract: Piano Key Weirs (PKWs) are often preferred over other spillways for the dam rehabilitation due to high discharging capacity. The present study investigates scour downstream of three cycles of PKWs with and without solid ...
Unveiling the Dynamics of Hydrosuction Sediment Removal: Insight into Flow Characteristics, Flow Profile, and Critical Suction Velocity
Publisher: American Society of Civil Engineers
Abstract: This study aimed to investigate the critical suction velocity required for lifting sediment off the bed under hydrosuction. Flow characteristics below the suction pipe under unbound and bound conditions were studied ...
Scour Characteristics Downstream of a Gabion Weir
Publisher: American Society of Civil Engineers
Abstract: Rectangular broad-crested gabions are economical- and environmental-friendly structures that are constructed to manage the transport of sediment in steep slope rivers. This study aims to study the pattern and extent of ...
Energy Dissipation on Block Ramps with Staggered Boulders
Publisher: American Society of Civil Engineers
Abstract: Block ramps are a short length of a steep channel armored with rocks, which produce high dissipation of energy. This technical note presents the results of experiments performed on a ramp having a staggered arrangement of ...
Sediment Movement over Type A Piano Key Weirs
Publisher: ASCE
Abstract: This investigation deals with the mechanics of movement of singular quartz gravel and coarse sand riverbed particles upstream and over the inlet key of three Type A piano key weir (PKW) models, which were recorded with a ...
A Reformed Empirical Equation for the Discharge Coefficient of Free-Flowing Type-A Piano Key Weirs
Publisher: American Society of Civil Engineers
Abstract: The existing equations for the discharge coefficient of Piano key weirs (PKWs) use a limited range of experimental data, which means that they are inappropriate for wide parametric ranges that might lead to significant ...