Flow Characteristics of Viscous Fluids on the Basis of Self-Similarity Law and Its Applications to High Flow Concrete

Unsteady open channel flows with viscous fluids caused by instantaneous gate removal, so-called dam break flows, were studied theoretically under the assumption of self-similarity of hydraulic variables. Fundamental flow characteristics such as the propagation velocity of front position of a flow, t...

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Veröffentlicht in:	Journal of applied mechanics 2000/08/28, Vol.3, pp.313-321
Hauptverfasser:	HOSODA, Takashi, KOKADO, Takeshi, MIYAGAWA, Tovoaki
Format:	Artikel
Sprache:	eng
Schlagworte:	high flow concrete open channel hydraulics rheological coefficients self-similarity law unsteady flows viscous fluids
Online-Zugang:	Volltext
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