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Corrections to “Characteristics of Flow over Terminal Weirs and Sills”

  • Ruggiero C
Journal of the Hydraulics Division (1959) 85(2) 85-86
DOI: 10.1061/jyceaj.0000277
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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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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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