Abstract
Generalized experimental results are presented to show variation in both discharge coefficient and nappe profile for two-dimensional flow over vertical sharp-crested weir at end of horizontal channel as ratio of head to depth of flow changes continuously from zero to unity.
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CITATION STYLE
APA
Ruggiero, C. (1959). Corrections to “Characteristics of Flow over Terminal Weirs and Sills.” Journal of the Hydraulics Division, 85(2), 85–86. https://doi.org/10.1061/jyceaj.0000277
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