1 |
건설교통부(2002) 북한강수계 하천정비기본계획(보완).
|
2 |
김지성, 김극수, 김원, 노준우, 김호준(2009) 소양강댐 하류구간자생 수목군에 의한 흐름저항 영향 평가. 한국수자원학회 학술발표회논문집, 한국수자원학회,
|
3 |
우효섭(2001) 하천수리학, 청문각.
|
4 |
윤세의(1996) 하천 식수의 수리학, 한국수자원학회지, 한국수자원학회, 제29권, 제2호, pp. 27-38.
|
5 |
장창래(2006) 하천의 지형변동과 식생, 한국수자원학회지, 한국수자원학회, 제39권, 제12호, pp. 52-58.
|
6 |
최성욱(1997) 식생을 고려한 개수로 흐름에서의 경계층이론, 한국수자원학회지, 한국수자원학회, 제30권, 제6호, pp. 62-65.
|
7 |
최성욱, 윤병만, 우효섭, 조강현(2004) 댐 건설에 의한 유황 변화에 따른 하류 하도에서 하천지형학적 변화 및 식생피복의 변화, 황강 합천댐 사례, 한국수자원학회논문집, 한국수자원학회, 제37권, 제1호, pp. 55-66.
과학기술학회마을
|
8 |
Andrews, E. D. (1984) Bed-material entrainment and htdraulic geometry of gravel-bed rivers in Colorado, Geological Society of America Bulletin, Vol. 95, pp. 371-378.
DOI
|
9 |
Chow, V.T. (1959) Open-channel Hydraulics, McGraw-Hill, New york, NY.
|
10 |
Committee on Hydromechanics (1963) Friction factors in open channels, Proceedings of the American Society of Civil Engineers, Vol. 89, No. HY2, pp. 97-143.
|
11 |
Dixon, M.D. and Turner, M.G. (2006) Regulated flow regimes on the Wisconsin River, USA, River Research and Application, Vol. 22, No. 10, pp. 1057-1083.
DOI
ScienceOn
|
12 |
Hey, R.D. and Throne, C.R. (1986), Stable channels with mobile gravel beds, Journal of Hydraulic Engineering, ASCE, Vol. 112, pp. 671-689.
DOI
ScienceOn
|
13 |
Hunag, H.Q. and Nanson, G.C. (1997) Vegetation and channel variantion: a case study of four snall streams in southeastern Australia, Geomorphology, Vol. 18, pp. 237-249.
DOI
|
14 |
Hydrology Engineering Center (1998) HEC-RAS river analysis system user's manual, US Army Corps of Engineers, Davis, CA.
|
15 |
Johnson, W.C. (1994) Woodland expansion in the Platte River, Nebraska: Patterns and causes, Ecological Monographs, Vol. 64, pp. 45-84.
DOI
ScienceOn
|
16 |
Johnson, W.C., Burgess, R.L., and Keammer, E.R. (1976) Forest overstory vegetation and environment on the Missouri River floodplain in North Dakota, Ecological Monographs, Vol. 46, pp. 59-84.
DOI
ScienceOn
|
17 |
Kamada, M. and Okebe, T. (1998) Vegetation mapping with the aid of low-altitude aerial photography, Applied Vegetation Science, Vol. 1, pp. 211-218.
DOI
ScienceOn
|
18 |
King, I.P. and Norton, W.R. (1978) Recent applications of RMA 's finite element models for two dimensional hydrodynamics and water quality, in FEWR2: pp. 281-299.
|
19 |
Mahoney, J.M. and Rood, S.B. (1998) Stream flow requirements for cottonwood seedling recruitment in integrative model, Wetlands, Vol. 18, No. 4, pp. 634.
DOI
ScienceOn
|
20 |
Masterman, R. and Thorne, C.R. (1992) Predicting influence of bank vegetation on channel capacity, J. of Hydraulic Engineering, ASCE, Vol. 118, No. 7.
|
21 |
Rood, S.B., Kalischuk, A.R., and Mahoney, J.M. (1998) Initial cottonwood seedling recruitment following the flood of the century of the Oldman River, Alberta, Canada, Wetlands, Vol. 18, No. 4.
|
22 |
Tsujimoto, T. (1999) Fluvial process in streams with vegetation, J. HydrauI. Res., Vol. 37, No. 6, pp. 789-803.
DOI
ScienceOn
|
23 |
Turner, R.M. (1974) Quantitative and historical evidence of vegetation changes along the upper Gila River, Arizona, USGS Professional Paper Vol. 655, No. H, pp. 20.
|
24 |
Wu, W. and Wang, S.S.Y. (2004) A Depth-averaged two-dimensional numerical modeling of flow and sediment transport in open channels with vegetation, Riparian Vegetation and Fluvial Geomorphology, S. J. Bennett and A. Simon(ed.), pp. 267-282, AGU, Washington, D.C.
|