Chapter
Apr 26, 2012
Submergence Effects on Discharge Coefficients for Rectangular Orifices
Authors: Kevin D. Nielsen and Larry J. WeberAuthor Affiliations
Publication: Building Partnerships
Abstract
Numerous studies have been performed to determine the discharge coefficient for orifices. These studies have included a variety of shapes, sizes, and configurations. The values developed typically ranges from about 0.6 to 0.85. However, specific discharge coefficient values for a particular configuration often appear contradictory. This is probably a result of variations in testing methods and operating conditions. The effect of submergence is also not specifically identified as a parameter for determining the discharge coefficient. Therefore, it is difficult to confidently select a discharge coefficient value from the available literature for an orifice operating under different levels of submergence. For this reason, a physical model was constructed at the Iowa Institute of Hydraulic Research to determine the effect of submergence on a rectangular orifice with partially suppressed contractions. The model results demonstrated that the discharge coefficient varies from about 0.6 to 0.85 depending on the magnitude of the submergence.
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© 2000 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Kevin D. Nielsen
Iowa Institute of Hydraulic Research, 300 S. Riverside Drive, University of Iowa, Iowa City, IA 52242
Larry J. Weber
Iowa Institute of Hydraulic Research, 300 S. Riverside Drive, University of Iowa, Iowa City, IA 52242
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