Citation: | Xiang-dong ZHANG, Li-mo TANG, Tian-yi XU. 2009: Experimental study of flow intensity influence on 2-D sand ripple geometry characteristics. Water Science and Engineering, 2(4): 52-59. doi: 10.3882/j.issn.1674-2370.2009.04.005 |
Baas, J. H. 1994. A flume study on the development and equilibrium morphology of current ripples in very fine sand. Sedimentology, 41(2), 185-209. [doi: 10.1111/j.1365-3091.1994.tb01400.x]
|
Baas, J. H. 2003. Ripple, ripple mark, and ripple structure. Middleton, G. V., ed., Encyclopedia of Sediments and Sedimentary Rocks, 565-568. Dordrecht: Kluwer Academic Publishers.
|
Bennett, S. J., and Best, J. L. 1995. Mean flow and turbulence structure over fixed, two-dimensional dunes: Implications for sediment transport and bedform stability. Sedimentology, 42(3), 491-513. [doi:10.1111/ j.1365-3091.1995.tb00386.x]
|
Best, J., and Kostaschuk, R. 2002. An experimental study of turbulent flow over a low-angle dune. Journal of Geophysical Research, 107(C9), 3135-3154. [doi: 10.1029/2000JC000294]
|
Coleman, S. E., and Melville, B. W. 1996. Initiation of bed forms on a flat sand bed. Journal of Hydraulic Engineering, 122(6), 301-310. [doi: 10.1061/(ASCE)0733-9429(1996)122:6(301)]
|
Coleman, S. E., and Eling, B. 2000. Sand wavelets in laminar open-channel flows. Journal of Hydraulic Research, 38(5), 331-338.
|
Gabel, S. L. 1993. Geometry and kinematics of dunes during steady and unsteady flows in the Calamus River, Nebraska, USA. Sedimentology, 40(2), 237-269. [doi: 10.1111/j.1365-3091.1993.tb01763.x]
|
Hyun, B. S., Balachandar, R., Yu, K., and Patel, V. C. 2003. PIV/LDV Measurements of Mean Velocity and Turbulence in a Complex Open Channel Flow, IIHR Technical Report No. 424. Iowa City: IIHR-Hydroscience and Engineering, College of Engineering, University of Iowa.
|
Julien, P. Y., and Klaassen, G. J. 1995. Sand-dune geometry of large rivers during floods. Journal of Hydraulic Engineering, 121(9), 657-663. [doi: 10.1061/(ASCE)0733-9429(1995)121:9(657)]
|
Lei, S. 1992. A Regime Theory Based on the Minimization of the Froude Number. Ph. D. Dissertation. Kingston: Department of Civil Engineering, Queen’s University.
|
Lyn, D. A. 1993. Turbulence measurements in open-channel flows over artificial bed forms. Journal of Hydraulic Engineering, 119(3), 306-326. [doi: 10.1061/(ASCE)0733-9429(1993)119:3(306)]
|
McLean, S. R., Nelson, J. M., and Wolfe, S. R. 1994. Turbulence structure over two-dimensional bed forms: Implications for sediment transport. Journal of Geophysical Research, 99(C6), 12729-12747.
|
McLean, S. R., Wolfe, S. R., and Nelson, J. M. 1999. Spatially averaged flow over a wavy boundary revisited. Journal of Geophysical Research, 104(C7), 15743-15753.
|
Nikora, V. I., and McLean, S. R. 2001. Environmental flows over rough beds: A spatial averaging approach. Proceedings of the 3rdInternational Symposium on Environmental Hydraulics. Tempe: International Association for Hydraulic Research.
|
Qian, N., and Wan, Z. H. 1983. Sediment Motion Mechanics. Beijing: Science Press. (in Chinese)
|
Raudkivi, A. J. 1997. Ripple on stream bed. Journal of Hydraulic Engineering, 123(1), 58-64.[doi:10.1061/ (ASCE)0733-9429(1997)123:1(58)]
|
Rauen, W. B., Lin, B. L., and Falconer, R. A. 2008. Transition from wavelets to ripples in a laboratory flume with a diverging channel. International Journal of Sediment and Research, 23(1), 1-12.
|
Venditti, J. G., and Bennett, S. J. 2000. Spectral analysis of turbulent flow and suspended sediment transport over fixed dunes. Journal of Geophysical Research, 105(C9), 22035-22047.
|
Wiberg, P. L., and Nelson, J. M. 1992. Unidirectional flow over asymmetric and symmetric ripples. Journal of Geophysical Research, 97(C8), 12745-12761. [doi: 10.1029/92JC01228]
|
Yalin, M. S. 1985. On the determination of ripple geometry. Journal of Hydraulic Engineering, 111(8), 1148-1155. [doi: 10.1061/(ASCE)0733-9429(1985)111:8(1148)]
|
Zheng, Z. Z., and Wang, S. Y. 1985. Ripple formation reason and calculation. Journal of Hydraulic Engineering, 16(4), 37-44. (in Chinese)
|
Zhou, D., and Mendoza, C. 2005. Growth model for sand wavelets. Journal of Hydraulic Engineering, 131(10), 866-876. [doi: 10.1061/(ASCE)0733-9429(2005)131:10(866)]
|