Flow separation is a common phenomenon in decelerated subcritical flows as in open channel expansions. A highly distorted velocity and shear stress distribution due to flow separation can lead to a continuous reduction of energy and trigger an adverse pressure gradient resulting in flow separation. This causes loss of energy and hydraulic efficiency of the systems. An experimental investigation was conducted with the use of a gradual rising hump on the bed of an expansion in a rectangular open channel. Besides the hump, split vanes in the flow field were also used to reduce the expansion angle and in turn reduce the adverse effect of flow separation. These modifications resulted in a relatively more uniform velocity and shear stress distrib...
The junction open channel flow is encountered in many hydraulic engineering such as irrigation ditch...
Hydraulic engineers often divide a flow region into subregions to simplify calculations. However, th...
Many practical problems in river engineering require predictions of velocity distributions in single...
Sharp open-channel bends are commonly encountered in hydraulic engineering design. The flow around t...
Sharp open channel bends are commonly encountered in hydraulic engineering design. Disturbances such...
The velocity and turbulence distributions of decelerating open-channel flow in a gradual expansion w...
The region of transition from laminar to turbulent flow in an open channel was investigated by means...
ABSTRACT: The velocity and turbulence distributions of decelerating open-channel flow in a gradual e...
Channel expansions are common in both natural and engineered open channels. They connect a relativel...
This thesis investigates the effects of pressure gradient and roughness on the mean and turbulence c...
Investigations into the turbulent flows in uniform and nonuniform open channels by previous research...
Experiments on unsteady separating flow past a sudden expansion in an open channel are described. To...
The velocity profiles in open channel flows start developing after entering into the channel for qui...
Expanding channel transitions link the subcritical flow emerging from reservoirs to narrow concrete ...
Open and closed channel flow flows are distinct, the flow in the channels will constantly change. Th...
The junction open channel flow is encountered in many hydraulic engineering such as irrigation ditch...
Hydraulic engineers often divide a flow region into subregions to simplify calculations. However, th...
Many practical problems in river engineering require predictions of velocity distributions in single...
Sharp open-channel bends are commonly encountered in hydraulic engineering design. The flow around t...
Sharp open channel bends are commonly encountered in hydraulic engineering design. Disturbances such...
The velocity and turbulence distributions of decelerating open-channel flow in a gradual expansion w...
The region of transition from laminar to turbulent flow in an open channel was investigated by means...
ABSTRACT: The velocity and turbulence distributions of decelerating open-channel flow in a gradual e...
Channel expansions are common in both natural and engineered open channels. They connect a relativel...
This thesis investigates the effects of pressure gradient and roughness on the mean and turbulence c...
Investigations into the turbulent flows in uniform and nonuniform open channels by previous research...
Experiments on unsteady separating flow past a sudden expansion in an open channel are described. To...
The velocity profiles in open channel flows start developing after entering into the channel for qui...
Expanding channel transitions link the subcritical flow emerging from reservoirs to narrow concrete ...
Open and closed channel flow flows are distinct, the flow in the channels will constantly change. Th...
The junction open channel flow is encountered in many hydraulic engineering such as irrigation ditch...
Hydraulic engineers often divide a flow region into subregions to simplify calculations. However, th...
Many practical problems in river engineering require predictions of velocity distributions in single...