Stable channels with Moving Bed

Authors

  • Luis Angel Gómez Cunya Facultad de Ingeniería Civil, Universidad Nacional de Ingeniería, Lima - Perú

DOI:

https://doi.org/10.21754/tecnia.v11i1.534

Abstract

What is sought work presently is to contribute some existent recent information about the topic of the "Stable Channels with Mobile Channel" which are exposed with a focus of the problem and an outlined solution method. It should be mentioned that the present work doesn't represent all the conditions and variations in the characteristics of the behavior of the flow in the nature, because this it is quite complex, but yes it considers several of them, the engineer should also know that the application of the pattern presented for the design of these beds should be made taking in consideration the assumptions under which it was developed. The work contains a brief focus of the problem of the "Stable Channels with mobile Channel" a numeric model is also presented that considers the momentum diffusion an it allows the silt transport for the bed of channel, with the development of equations and ploteos developed by means of the calibration of the pattern in numerous runs(Vigilar and Diplas 1998), the results taken place by this model with those taken place by the most usual "cosine" method are also compared and for another that is that of the "treshold channel"(that we will call "cauce-limite"), design examples and the application are also included to two Peruvian rivers with the respective comparisons and analysis of the design parameters.

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References

[1] Gómez Cunya, Luis Angel (2001) "Cursos Estables Con Lecho Móvil: Problema Y Solución" Tesis Para Optar El Título Profesional De Ingeniero Civil-UNSCH. Ayacucho, Perú.

[2] Termier, Henri (1970) "Erosion And Sedimentation" London GB/D. Van Nostrand.

[3] Coronado Del Águila, Francisco (1992) "Diseño y Construcción De Canales" Editorial El Monitor, Lima-Perú.

[4] Rocha Felices, Arturo (1998) "Introducción a La Hidráulica Fluvial" Lima/Pe/UNI.

[5] Sotelo Avila, Gilberto (1982) "Hidráulica General Ed. Limusa México D.f.

[6] Aguirre Pe, Julián (1974) "Hidráulica de Canales Mérida Cidiat.

[7] V.L. Chow (1982) "Hidráulica De Canales Abiertos Ed. Limusa México D.f.

[8] Edward A. Elevatorski (1959) "Hidraulic Dissipator Mcgraw-hill Book Company, Inc.

[9] Yoshito Tsuchiya (1967) "On The Mechanism Of The Local Scour From Flows Downstream Of An Oulet" International Association For Hidraulic Research.

[10] Lambe, T. W. (1969) Soil Mechanics" John Wiley & Sons, New York.

[11] Roberson J., Crowe T. (1980) "Engineering Fluid Mechanics Houghton Mifflin Company,Eua.

[12] Schlichting.h.henderson (1965) "Boundary Layer Teory Mc Graw Hill.

[13] Arturo Rocha Felices (1966) "Selección de las Escalas para un Modelo De Lecho Móvil por Medio de la Computación Electrónica" Dirección

de Irrigación - UNI/Laboratorio Nacional de Hidráulica/Lima.

[14] Bender, C. M., And Orzag, S. A. (1978). "Advanced Mathematical Methods For Scientists And Engineers." Mcgraw-hill Book Co., Inc.. New York, N.Y.

[15] Diplas, P. (1990). "Characteristics Of Selfformed Straight Channels." J. Hydr. Engrg.. Asce, 116(5), 707-728.

[16] Diplas, P., And Vigilar. G. G. (1992). "Hydraulic Geometry of Threshold Channels." J. Hydr. Engrg.. Asce, 118(4), 597-614.

[17] Glover, R. E., And Florey, Q. L. (1951). "Stable Channel Profiles." U.S. Bureau of Reclamation, Washington, D.C.

[18] F.m. Henderson (1966). “Open Channel Flow" The Macmillan Company, New York: Collier-macmillan Limited, London.

[19] D. Kovacs, A., And Parker, G. (1994). A New Vectorial Bedload Formulation and Its Application To The Time Evolution of Straight River

Channels." J. Fluid Mech., 267, 153-183.20.

[20] Vigilar, G. G., And Diplas, P. (1992). "Design of a Threshold Channel." Proc., Asce Water Forum '92, Asce, New York, N.Y.

[21] Vigilar, G. G., And Diplas, P. (1997). "Stable Channels With Movile Bed: Formulation and Numerical Solution." J. Hydr. Engrg., Asce, 123(3), 189-199.

[22] Vigilar. G. G., And Diplas, P. (1998). "Stable Channels With Movile Bed: Model Verification and Grafical Solution." J. Hydr. Engrg., Asce,

(11), 1097-1108.

[23] Wolman, M. G., and Brush, L. M. (1961). "Factors Controlling the Size And Shape of Stream Channels In Course Non-coheSive Sands." Pa-

per 282-g, U.s. Geological Survey, Washington, D.C.

[24] Shames, Irving H. (1972) "La Mecánica de los Fluidos" Mc Graw Hill.

[25] Von Karman, T. (1934) "Turbulence and Skin Friction", J Aeron Sci., 1,1.

[26] Asce Task Committee on Hydraulics Bank Mechanics, and Modeling of River Width Adjustment. (1998). "River Width Adjustment. I: Processes And Mechanism" J. Hydr. Engrg., Asce, 124(03).

[27] Asce Task Committee on Hydraulics Bank Mechanics, and Modeling of River Width Adjustment. (1998). "River Width Adjustment. Ii:Modeling" J. Hydr. Engrg., Asce, 124(03).

[28] Luna B. Leopold; M. Gordon Wolman; John P. Miller (1969) "Fluvial Processes In Geomorphology", John Wiley & Sons, New York.

Published

2001-06-01

How to Cite

[1]
L. A. Gómez Cunya, “Stable channels with Moving Bed”, TECNIA, vol. 11, no. 1, Jun. 2001.

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Section

Articles