论文信息 - Stability of concrete macro-roughness linings for overflow protection of earth embankment dams - 字舞流文

Stability of concrete macro-roughness linings for overflow protection of earth embankment dams

Note: [368] Reference LCH-ARTICLE-2002-014doi:10.1139/l02-075 Record created on 2007-04-24, modified on 2016-08-08

Anton Schleiss | P. Manso

[1] Paul Royet,et al. Ecoulement et dissipation sur les déversoirs en gradins de gabions , 1991 .

[2] Hubert Chanson,et al. Experimental Investigations of Air Entrainment in Transition and Skimming Flows down a Stepped Chute: Application to Embankment Overflow Stepped Spillways , 2002 .

[3] F. Lemperiere. Dams that have failed by flooding: an analysis of 70 failures , 1993 .

[4] James C. Bathurst,et al. Flow Resistance of Large-Scale Roughness , 1978 .

[5] Anton Schleiss,et al. Reply to the discussion by H. Chanson on "Stability of concrete macro-roughness linings for overflow protection of earth embankment dams" , 2003 .

[6] Hubert Chanson,et al. Hydraulic Design of Stepped Cascades, Channels, Weirs and Spillways , 1994 .

[7] Anton Schleiss,et al. Stability of linings by concrete elements for surface protection of overflow earthfill dams , 2002 .

[8] Y. P. Pravdivets,et al. Stepped protection blocks for dam spillways , 1989 .

[9] S. V. Izbash,et al. Hydraulics of river channel closure , 1970 .

[10] R. Albert,et al. Evacuateurs fondés sur remblai , 1992 .

[11] D. M. Temple,et al. Mechanics of Overflow Erosion on Embankments. II: Hydraulic and Design Considerations , 1989 .

[12] Xxyyzz. Alternatives for Overtopping Protection of Dams , 1994 .