Read refrnces.doc text version

REFERENCES Ashida, K. and Michiue, M. (1972). "Study on hydraulic resistance and bedload transport rate in alluvial streams." Transactions, Japan Society of Civil Engineering, No. 206, 59-64. Bender, C. M. and Orzag, S. A. (1978). Advanced mathematical methods for scientists and engineers. McGraw-Hill Book Company, New York. Bray, D. I. (1979). "Estimating average velocity in gravel-bed rivers." J. Hyd. Engg., ASCE 105(9), 1103-1122. de Vahl Davis, G. (1986). Numerical methods in engineering and science. Allen and Unwin, London, England. Diplas, P. (1990). "Characteristics of self-formed straight channels." J. Hyd. Engr., ASCE, 116(5), 707-728. Diplas, P. and Vigilar, G. G. (1992). "Hydraulic geometry of threshold channels." J. Hyd. Engr., ASCE, 118(4), 597-614. Engelund, F. and Hansen, E. (1967). "A monograph on sediment transport in alluvial streams." Technisk Vorlag, Copenhagen, 1967. Glover, R. E. and Florey, Q. L. (1951). "Stable channel profiles." U. S. Bureau of Reclamation, Washington, D. C.. Henderson, F. M. (1966). Open channel flow. MacMillan Publishing Co., Inc., New York. Hey, R. D., and Thorne, C. R. (1986). "Stable channels with mobile gravel beds." J. Hyd. Engg., ASCE, 112(8), 671-689. Hirano, M. (1973). "River-bed variation with bank erosion." Proc. Japan Soc. Civil Engrs., no. 210, 13-20. Ikeda, S. (1981). "Self-formed straight channels in sandy beds." J. Hyd. Div., ASCE, 107(4), 389-406. Ikeda, S. (1982). "Incipient motion of sand particles on side slopes." J. Hyd. Div., ASCE, 108(1), 95-113.

86

Ikeda, S. and Izumi, N. (1991). "Stable channel cross-sections of straight sand rivers." Water Resources Res., 27(9), 2429-2438. Ikeda, S., Izumi, N. and Ito, R. (1989). "Effects of pile-dikes on flow retardation and sediment transport." Proceedings, 33rd Conference on Hydraulics, Japan Society of Civil Engineers, Yotsuya, Shinjuku, Tokyo, 313-318. Ikeda, S., Parker, G., and Kimura, Y. (1988). "Stable width and depth of straight gravel rivers with heterogeneous bed materials." Water Resour. Res., AGU, 24(5), 713722. Johannesson, H. and Parker, G. (1989). "Linear theory of river meanders." Water Resources Monogr. Ser., AGU, Washington, D. C., (12) 181-214. Kellerhals, R. (1967). "Stable channels with gravel-paved beds." J. Waterways Harbors Div., ASCE, 93(1), 63-84. Keulegan, G. H. (1938). "Laws of turbulent flow in open channels." Res. Paper 1151, National Bureau of Standards, Washington, D. C., 21, 707-741. 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. Leighly, J. B. (1932). "Toward a theory of morphological significance of turbulence in the flow of water in streams." Univ. Calif. Publ. Geogr., 6. Lundgren, H. and Jonsson, G. I. (1964). "Shear and velocity distribution in shallow channels." J. Hyd. Div., ASCE, 90(1), 1-21. Meyer-Peter, E. and Muller, R. (1948). "Formula for bed-load transport." 2nd Conference IAHR Congress, Int'l. Assoc. for Hydraul. Res., Stockholm. Parker, G. (1978). "Self-formed straight channels with equilibrium banks and mobile bed. Part 1. The sand-silt river." J. Fluid Mech., 89(1), 109-125. Parker, G. (1978). "Self-formed straight channels with equilibrium banks and mobile bed. Part 2. The gravel river." J. Fluid Mech., 89(1), 127-146. Parker, G. (1979). "Hydraulic geometry of active gravel rivers." J. Hyd. Div., ASCE, 105(9), 1185-1201.

87

Parker, G. and Peterson, A. W. (1980). "Bar resistance of gravel-bed streams." J. Hyd. Div., 106(10), 1559-1575. Pizzuto, J. E. (1990). "Numerical simulation of gravel bed widening." Water Resour. Res., 26(9), 1971-1980. Raudkivi, A. J. (1990). Loose boundary hydraulics, 3rd ed., Pergamon Press, Inc., New York. Stakgold, I. (1979). Green's functions and boundary value problems. Wiley, New York. Stebbings, J. (1963). "The shape of self-formed model alluvial channels." Proc. Inst. Civil Engrs., London, England, 25, 485-510. Swokowski, E. W. (1975). Calculus with analytic geometry. Prindle, Weber & Schmidt, Incorporated, Boston. Tominaga, A., Nezu, I, Ezaki, K., and Nakagawa, H. (1989). "Three-dimensional turbulent structure in straight open channel flows." J. Hyd. Res., 27(1), 149-173. Vanoni, V., ed. (1975). Sedimentation engineering. ASCE Manuals and Reports on Engineering Practices No. 54, ASCE, New York. Vigilar, G. G. and Diplas, P. (1992). "Design of a threshold channel." Proc. Water Forum '92, ASCE, Baltimore, MD. Vigilar, G. G. and Diplas, P. (1994). "Determination of geometry and stress distribution of an optimal stable channel." Proc. 1994 National Conference on Hydraulic Engineering, ASCE, Buffalo, New York. Vigilar, G. G. and Diplas, P. (in press). "Stable channels with mobile bed. Formulation and numerical solution." J. Hyd. Engr., ASCE. Wolman, M. G. and Brush, L. M. (1961). "Factors controlling the size and shape of stream channels in course non-cohesive sands." Paper 282-G, U. S. Geological Survey, Washington, D. C..

88

Information

refrnces.doc

3 pages

Report File (DMCA)

Our content is added by our users. We aim to remove reported files within 1 working day. Please use this link to notify us:

Report this file as copyright or inappropriate

698631


You might also be interested in

BETA
refrnces.doc