Discharge characteristics of sharp-crested circular side orifices in open channels

Abstract 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. It is widely used in irrigation and environmental engineering. 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. Considering the side orifice as large, the discharge equation for the side orifice is derived analytically. Experiments were performed to estimate the coefficient of discharge which depends on the approach flow Froude number and ratio of the diameter of the orifice and bed width of the channel. Relationships for the coefficient of discharge, considering the orifice as large and small were developed. Such relationships were used to compute the discharge through the orifice for data not used for proposing such relationships for the coefficient of discharge. The computed discharges were within ±5% of the observed ones. The average percentage error in computation of discharge through the orifice considering it as large and small are, respectively, 1.59% and 1.66% which are practically the same. 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.

[1]  Michel A. Mostkow.  SUR LE CALCUL DES GRILLES DE PRISE D'EAU , 1957 .

[2]  Masoud Ghodsian,et al.  DISCHARGE COEFFICIENT FOR SHARP-CRESTED SIDE WEIR IN SUBCRITICAL FLOW , 1999 .

[3]  Özgür Kisi,et al.  Application of two different neural network techniques to lateral outflow over rectangular side weirs located on a straight channel , 2010, Adv. Eng. Softw..

[4]  Paul David Prohaska,et al.  INVESTIGATION OF THE DISCHARGE COEFFICIENT FOR CIRCULAR ORIFICES IN RISER PIPES , 2008 .

[5]  N. M. Aziz,et al.  Investigation of Flow Upstream of Orifices , 2008 .

[6]  Prabhata K. Swamee,et al.  Analysis of Rectangular Side Sluice Gate , 1993 .

[7]  Mohammad Akram Gill,et al.  Flow through side slots , 1987 .

[8]  Damireddy Subbaiah,et al.  Analysis of Flow through Lateral Slot , 1997 .

[9]  Özgür Kisi,et al.  Predicting discharge capacity of triangular labyrinth side weir located on a straight channel by using an adaptive neuro-fuzzy technique , 2010, Adv. Eng. Softw..

[10]  Masoud Ghodsian,et al.  Flow through Side Sluice Gate , 2003 .

[11]  Udoyara S. Tim,et al.  Weir‐Orifice Units for Uniform Flow Distribution , 1987 .

[12]  Amruthur S. Ramamurthy,et al.  Rectangular Lateral Orifices in Open Channels , 1986 .

[13]  Kittur G. Ranga Raju,et al.  Viscosity and Surface Tension Effects on Weir Flow , 1977 .

[14]  Zulfequar Ahmad.  End-depth-discharge relationship for circular free overfall , 2002 .

[15]  Ram S. Gupta.  Hydrology and hydraulic systems , 1989 .