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La question préalable est de savoir pourquoi l'on envisage des ouvrages de protection, pourquoi ces protections sont prévues au moyen d'enrochements et quelle est, dans ce cas, l' utilisation que l'on en fait? A défaut de liste exhaustive, difficile à dresser en raison de la diversité des problèmes, on retiendra essentiellement: - la défense du...report 1989
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Anonymus, A. (author)During closure, the dumping of large stones, concrete cubes or other flow resistant elements into the gap, reduces its cross-section. At first, the total flow of water is basely reduced; consequently the flow velocity increases more or less proportionally with the decrease in cross-section, necessitating larger units of material in the later...report 1985
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- Akkerman, G.J. (author) report 1984
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- Konter, J.L.M. (author) report 1981
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- Konter, J.L.M. (author) report 1980
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- Konter, J.L.M. (author) report 1977
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- report 1976
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- Wiggers, J.B.M. (author) report 1968
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- Breusers, H.N.C. (author) report 1965
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- report 1964
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- report 1963
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Van de Kreeke, J. (author)Uit de proeven blijkt, binnen de grenzen van de onderzochte toestanden, dat de kritieke gemiddelde snelheid (vkr) kan worden voorgesteld door als een functic van de logarithme van de waterdiepte boven de dam (h dam). De grootste aantasting vindt plaats ter plaatse van de benedenkruinlijn.report 1963
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- report 1963
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Bischoff van Heemskerck, W.C. (author)Korte beschrijving van rekenregels voor het ontwerp van een steensluiting.report 1961
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Cox, R.G. (author)The development of interest in the hydraulic forces acting on a body in a moving fluid from the seventeenth century to the present time is traced. Various formulas pertaining to bed-load movement, rock-filled dams, breakwaters, and drag coefficients are studied. The formulas are transposed to show their interrelationship. Available data...report 1958
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Izbash, S.V. (original name: Сергей Владимирович Избаш, also known as Sergey Vladimirovich Isbash) (author)First pdf is translation, second pdf is original Russian text. - The possibility of constructing a dam by dumping stones into flowing water is considered. Experiments are carried out with different construction methods. In total five different methods have been tested. From the hydraulic standpoint, the most rational method of construction...report 1935