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JOURNALS // Prikladnaya Mekhanika i Tekhnicheskaya Fizika // Archive

Prikl. Mekh. Tekh. Fiz., 2006 Volume 47, Issue 5, Pages 77–87 (Mi pmtf2190)

This article is cited in 6 papers

On the discharge characteristic at the dam site after dam break

V. I. Bukreev

Lavrent’ev Institute of Hydrodynamics, Siberian Division, Russian Academy of Sciences, Novosibirsk, 630090

Abstract: A review of the information available in the literature is given, and new experimental data on the depth and discharge at the dam site after a total and a partial dam break are presented. It is shown that in the case of a partial dam break with the formation of a rectangular breach, the specific discharge per unit width of the breach is higher than the specific discharge in the case of a total dam break with the same excess initial energy in the headwater.

Keywords: dam break, discharge characteristic, even bottom, step, drop, sill, breach.

UDC: 532.532.+532.59

Received: 08.09.2005
Accepted: 21.10.2005


 English version:
Journal of Applied Mechanics and Technical Physics, 2006, 47:5, 679–687

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