Pembahasan Formula Hidrolika untuk Pintu-Air-masuk
Abstract
The use of coefficient μ or m is well known in hydraulics. However there exist some uncertainties in the value to be assigned in practice. The author costs some doubt on the notion that the some coefficient is used for two similar gates, but which have different flow directions post them. In the present work, the values of the coefficients are determined by conducting experiments in the Hydraulics Laboratory ITB, employing scaled model of a widely used gate in a plume.References
Begemann, S. H. A., Toepassing van de Waarschijnlijkheidsleer op hydrologische
waarnemingen. Waterstaats-ingenieur Na,. 1, 2, 3 tahun 1931, Weltevreden.
Die Wasserbaulaboratorien Europas, Verein Deutscher Ingenieure, 1926.
Forschheimer, Philipp, Hydraulik, Verlag und Druck von B. G. Teubner, Leipzig und Berlin 1930, Dritte Auflage, 1930.
Hydraulic Laboratory Practice, edited by John R,. Freeman, The American
Society of Mechanical Engineers, New York, N.Y. 1929.
Koch-Carstanjen, Bewegung des Wassers und den dabei auftretende Krafte, Julius Springer, Berlin, 1926.
Maanen, Th. D. van, Irrigatie in Nederlandsch-Indie, Visser & Co., Weltevreden, 1924 (Edisi I), 1932 (Edisi 2).
Rechbock, Th., Zeitschrift des Vereines deutscher Ingenieure 73, Berlin 1929, halaman 817.
Rouse, Hunter, Engineering Hydraulics, John Wiley & Sons, Inc., New York, 1950.


