참고문헌
- Cellino, M., and Graf, W.H. (1999). "Sediment-laden flow in open-channel under noncapacity and capacity conditions." Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 5, pp. 455-462.
- Choi, S.-U., and Kang, H. (2004). "Reynolds stress modeling of vegetated open-channel flows." Journal of Hydraulic Research, IAHR, Vol. 42, No. 1, pp. 3-11. https://doi.org/10.1080/00221686.2004.9641178
- Choi, S.-U., and Kang, H. (2006). "Numerical investigations of mean flow and turbulence structures of partly vegetated open channel flows using the Reynolds stress model." Journal of Hydraulic Research, IAHR, Vol. 44, No. 2, pp. 203-217. https://doi.org/10.1080/00221686.2006.9521676
- Dietrich, W.E. (1982). "Settling velocities of natural particles." Water Resources Research, AGU, Vol. 18, No. 6, pp. 1615-1626. https://doi.org/10.1029/WR018i006p01615
- Huai, W.X., Zeng, Y.H., Xu, Z.G., and Yang, Z.H. (2009). "Three-layer model for velocity distribution in open channel flow with submerged rigid vegetation." Advances in Water Resources, Vol. 32, No. 4, pp. 487-492. https://doi.org/10.1016/j.advwatres.2008.11.014
- Jordanova, A.A., and James, C.S. (2003). "Experimental study of bed load transport through emergent vegetation." Journal of Hydraulic Engineering, ASCE, Vol. 129, No. 6, pp. 474-478.
- Lopez, F., and Garcia, M. (2001). "Mean flow and turbulence structure of open channel flow through non-emergent vegetation." Journal of Hydraulic Engineering, ASCE, Vol. 127, No. 5, pp. 392-402.
- Nepf, H.M., and Vivoni, E.R. (1999). "Turbulence structure in depthlimited, vegetated flow: Transition between emergent and submerged regimes." 28th IAHR congress, Graz, Austria.
- Nepf, H.M., and Vivoni, E.R. (2000). "Flow structure in depth-limited, vegetated flow." Journal of Geophysical Research, AGU, Vol. 105, No. C12, pp. 28547-28557. https://doi.org/10.1029/2000JC900145
- Righetti, M., and Armanini, A. (2002). "Flow resistance in open channel flows with sparsely distributed bushes." Journal of Hydrology, Vol. 269, No. 1-2, pp. 55-64. https://doi.org/10.1016/S0022-1694(02)00194-4
- Simon, A., Bennett, S.J., and Neary, V. (2004). "Riparian vegetation and fluvial geomorphology: problems and opportunities." in Riparian Vegetation and Fluvial Geomorphology (edited by S.J. Bennett and A. Simon), AGU, Washington DC.
- Tollner, E.W., Bairfield, B.J., Vachirakornwatana, C., and Haan, C.T. (1977). "Sediment deposition patterns in simulated grass filters." Transactions of ASCE, Vol. 20, No. 5, pp. 940-944.
- Tollner, E.W., Bairfield, B.J., and Hayes, J.C. (1982). "Sedimentology of erect vertical filters." Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY12, pp. 1518-1531.
- Tsujimoto, T. (1999). "Fluvial processes in streams with vegetation." Journal of Hydraulic Research, IAHR, Vol. 37, No. 6, pp. 789-803.
- Tusjimoto, T., Kitamura, T., and Okada, T. (1991). "Turbulent structure of flow over rigid vegetation covered bed in open-channels." KHL Progressive Report 1, Hydr. Lab., Kanazawa University, Japan.
- Woo, H. (2010). "Trends in ecological river engineering in Korea." Journal of Hydro-environment Research, IAHR-APD, Vol. 4, No. 4, pp. 269-278. https://doi.org/10.1016/j.jher.2010.06.003
- Yang, W., and Choi, S.-U. (2009). "Impact of stem flexibility on mean flow and turbulence structure in depth-limited open channel flows with submerged vegetation." Journal of Hydraulic Research, IAHR, Vol. 47, No. 4, pp. 445-454. https://doi.org/10.1080/00221686.2009.9522020
- Yang, W., and Choi, S.-U. (2010). "A two-layer approach for depth-limited open-channel flows with submerged vegetation." Journal of Hydraulic Research, IAHR, Vol. 48, No. 4, pp. 466-475. https://doi.org/10.1080/00221686.2010.491649