Particle Densimetric Froude Number for Estimating Sediment Transport

Author:

Aguirre-Pe Julián1,Olivero Mara L.2,Moncada Alix T.2

Affiliation:

1. Professor, CHIDRA, Hydraulic Laboratory, Civil Engineering, Univ. de Los Andes, Apartado 45, Mérida A-5101, Venezuela.

2. Professor, CHIDRA, Hydraulic Laboratory, Civil Engineering, Univ. de Los Andes, Mérida A-5101, Venezuela.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference33 articles.

1. Sediment transport: New approach and analysis.;Ackers P.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1973

2. Aguirre-Pe J. (1975). “Incipient erosion in high gradient open channel flow with artificial roughness elements.” Proc. 16th Congress International Association of Hydraulic Research (IAHR) Sao Paulo Brazil 2 173–180.

3. Resistance to Flow in Steep Rough Streams

4. Aguirre-Pe J. and Fuentes R. (1991). “Movement of big particles in steep macro-rough streams.” Proc. 24th Congress IAHR Madrid Spain A 149–158.

5. Aguirre-Pe J. Fuentes R. Picón G. and Moncada A. (1992). “Estudio experimental de transporte de sedimentos gruesos.” Proc. 15th Latin American Congress IAHR Cartagena Colombia 3 129–139.

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