All Issue

2014 Vol.1, Issue 2 Preview Page
2014. pp. 68-81
Abstract
References
1
Akahori, R., Yamaguchi, S., Kimura, I., Iwasaki, T., Shimizu, Y., and Hasegawa, K. (2011). “Evolution of channel bed topography in a 50-meter laboratory flume under various hydraulic conditions of bars instability and resonance.” Proc. of River, Coastal and Estuarine Morphodynamics: RCEM 2011, Beijing, China.
2
Asahi, K., Shimizu, Y., Nelson, J., and Parker, G. (2013). “Numerical simulations of river meandering with self- evolving banks.” J. Geophys. Res., Vol. 118, No. 4, pp. 2208-2229.
3
Bennett, S., Pirim, T., and Barkdoll, B. (2002). “Using simulated emergent vegetation to alter stream flow direction within a straight experimental channel.” Geo-morphology, Vol. 44, pp. 115-126.
4
Crosato, A., and Saleh, M. S. (2010). “Numerical study on the effects of floodplain vegetation on river planform style.” Earth Surf. Process Land forms, Vol. 36, pp. 711-720.
5
Engelund, F. (1974). “Flow and bed topography in channel bend.” J. Hydraul. Div., Vol. 100, No. 11, pp. 1631- 1648.
6
Jang, C.-L., and Shimizu, Y. (2005). “Numerical simulations of behavior of alternate bars with different bank strengths” J. Hydraul. Eng., Vol. 43, No.6, pp. 595-611.
7
Jang, C.-L., and Shimizu, Y. (2007). ”Vegetation effects on the morphological behavior of alluvial channels.” J. Hydraul. Res., Vol. 45, No. 6, pp. 763-772.
8
Kang, H. and Choi, S.-U. (2007). “Numerical Investigation of Streamwise Vortical structures in fully vegetated open-channel flows.” Journal of the Korean Society of Civil Engineers. Vol. 27, No.3B, pp. 289-299. (in Korean)
9
Kim, T. B., Bae, H. D., and Choi, S.-U. (2010). “Develop-ment and application of depth-integeated 2-D numerical model for the simulation of hydraulic charac-teristics in vegetated open-channels.” Journal of the Korean Society of Civil Engineers. Vol. 30, No.6B, pp. 607-615. (in Korean)
10
Kuroki, M., and Kish, T. (1984). “Regime criteria on bars and braids in alluvial straight channels.” Proc. JSCE., Vol. 342, pp. 87-96. (in Japanese)
11
Lopez, M., and Garcia, M. (2001). “Mean flow and turbulence structure of open channel flow through non-emergent vegetation. “ J. Hydraul. Eng., Vol. 127, pp. 392-402.
12
Meyer-Peter, E., and Muller, R. (1948). “Formulas for bed-load transport.” Proc. 2nd Congress, IAHR, Stock-holm, Sweden. Vol. 2, No. 2, pp. 39-64.
13
Nepf, H., and Vivoni, E. (2000). “Flow structures in depth-limited, vegetated flow.” J. Geophys. Res., Vol. 105, No. 28, pp. 547-557.
14
Parker, G. (1976). “On the cause and characteristic scales of meandering and braiding in rivers.” J. Fluid Mech., Vol.76, No. 4, pp. 457-479.
15
Tal, M., and Paola, C. (2010). “Effects of vegetation on channel morphodynamics: results and insights from laboratory experiments.” Earth Surf. Process Land forms, Vol. 35, pp. 1014-1028.
16
Tal, M., and Paola, C. (2007). “Dynamic single-thread channels maintained by the interaction flow and vegeta-tion.” Geology. Vol. 35, No. 4, pp. 347-350.
17
Tsujimoto, T. (1999). “Fluvial processes in streams with vegetation.” J. Hydraul. Res., Vol. 106, No. 6, pp. 789- 803.
18
Van De Wiel, M., and Darby, S. E. (2004). “Numerical modeling of bed topography and bank erosion along tree-lined meandering rivers.” Riparian vegetation and fluvial geomorphology, Bettett S, Simon A(eds).AGU, Washington DC.
19
Watanabe, A., Fukuoka, S., Yasutake, Y., and Kawakuchi, H. (2001). “Groin arrangements made of natural willows for reducing bed deformation in a curved channel.” Advances in River Engineering, Vol. 7, pp. 285-290.
20
Wu, W., Shields, F. D., Bennett, S., and Wang, S. S. Y. (2005). “A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation.” Water Resour. Res., 41, W03015.
Information
  • Publisher :Korean Society of Ecology and Infrastructure Engineering
  • Publisher(Ko) :응용생태공학회
  • Journal Title :Ecology and Resilient Infrastructure
  • Journal Title(Ko) :응용생태공학회 논문집
  • Volume : 1
  • No :2
  • Pages :68-81