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Considering the side orifice as large, the discharge equation for the side orifice is derived analytically.
In this paper, analytical relationships for the discharge through side orifice are developed accounting for the pressure distribution over the area of the orifice.
The powerful method of Group Method of Data Handling (GMDH) was used for estimating the discharge coefficient of a rectangular side orifice.
A side orifice is a flow diversion structure provided in one or both side walls of a channel to spill/divert water from the main channel.
However, in the case of high Froude number flows, only those streamlines which are close to the side orifice are diverted towards the orifice.
Therefore, it is recommended that the discharge through the side orifice can be computed considering it as a small orifice within the range of data used in the present study.
Similar(53)
Side orifices are widely used in irrigation and environmental engineering to spill or divert water from a channel.
Analytical and experimental studies related to the discharge characteristics of sharp-crested circular side orifices in open channels under free flow conditions have been presented in this paper.
The mixing length can be affected by the addition geometry (for example, coaxial or side entry), orifice size and shape, operating conditions and material properties.
A side lateral orifice in open channel is hydraulic control structure widely used in hydraulic, irrigation and environmental engineering for diverting the flow from main channel to a secondary channel.
An experimental method for determining the aeroacoustic properties of side branch orifices allowing for any combination of grazing and bias flow is presented.
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