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Sep 1, 1997
BOOK REVIEW
Publication: Journal of Hydraulic Engineering
Volume 123, Issue 9
0733-9429(1997)123:9(833)/asset/20738cbb-7001-4de7-9061-4ebb630d711e/assets/(asce)0733-9429(1997)123:9(833).fp.png)
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References
1.
Brownlie, W. R. (1981). “Prediction of flow depth and sediment discharge in open channels.”Rep. No. KH-R-43A, W. M. Keck Lab. of Hydr. and Water Resour., California Inst. of Technol., Pasadena, Calif.
2.
Engelund, F., and Fredsøe, J. (1976). “A sediment transport model for straight alluvial channels. Nordic Hydro., v. 7, 293–306.
3.
van Rijn, L. C.(1984a). “Sediment transport, part I: bed load transport.”J. Hydr. Engrg., ASCE, 110(10), 1431–1456.
4.
van Rijn, L. C.(1984b). “Sediment transport, part II: suspended load transport.”J. Hydr. Engrg., ASCE, 110(11), 1613–1641.
5.
van Rijn, L. C.(1984c). “Sediment transport, part III: bed forms and alluvial roughness.”J. Hydr. Engrg., ASCE, 110(12), 1733–1754.
6.
Wiberg, P. L., and Smith, J. D. (1989). “Model for calculating bed load transport of sediment.”J. Hydr. Engrg., ASCE, 115(1), 101– 122.
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Published In
Journal of Hydraulic Engineering
Volume 123 • Issue 9 • September 1997
Pages: 833 - 835
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Sep 1, 1997
Published in print: Sep 1997
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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