1 |
Kalinske, A.A. (1947). “Movement of Sediment as Bed Load in Rivers.” Transactions, American Geophysical Union, Vol. 28, No. 4, Washington, D.C.
|
2 |
Lane, E.W., and Kalinske, A.A. (1941). “Engineering Calculations of Suspended sediment.” Transactions of the American Geophysical Union, Vol. 20, No. 3, pp. 603-607.
|
3 |
Meyer-Peter, E., Favre, H., and Einstein, A. (1934). “Neuere Versuchsresultate uber ded Geschiebetrieb.” Schweiz Bauzeitung, Vol. 103, No. 13.
|
4 |
Meyer-Peter, E., and Müller, R. (1948). “Fomula for bed-load transport.” Proceedings of International Association for Hydraulic Research, 2nd Meeting, Stockholm.
|
5 |
Nakato, T. (1990). “Test of Selected Sediment Transport Formulas.” Journal of Hydraulic Eng., ASCE, Vol. 116, No. 3, pp. 362-379.
DOI
|
6 |
Schoklitsch, A. (1934). Handbuch des Wasserbaues, Springer, Vienna, 2nd ed., English Translation by S. Shulits.
|
7 |
Shen, H.W., and Hung, C.S. (1972). An Engineering approach to total bed-material load by regression analysis. Proceeding Sedimentation Symposium, ed. H.W. Shen Berkeley, Calif: Water Resources pub. Chap 14. Remodified Einstein Procedure for sediment load. Journal of Hydraulic Div., ASCE, 109, No. 4,
|
8 |
Shields, A. (1936). “Anwendung der Ahnlichkeitsmechanik und Turbulenz forschung auf die Geschiebebewegung.” Mitteil. Preuss. Versuchsanst. Wasser, Erd, Schiffsbau, Berlin, No. 26.
|
9 |
Toffaleti, F.B. (1969). “Definitive computations of sand discharge in rivers.” Journal of the Hydraulics Division, ASCE, Vol. 95 (HY1), pp. 225-246.
|
10 |
White, W.R., Milli, H., and Crabbe, A.D. (1973). “Hydraulics Research Station, Report no, IT 119, Wallingford, U.K.” Sediment Transport: An Appraisal Method, Vol. 2, Perormance of Theoretical Methods, When Applied to Flume and Field Data.
|
11 |
Wu, W. (2001). “CCHE2D Sediment Transport Model (Version 2.1).” National Center for Computational Hydroscience and Engineering, The University of Mississippi, MS, USA.
|
12 |
Brooks, N.H. (1963). “Calculation of Suspended Load Discharge from Velocity, and Concentration Parameters.” Proceedings of the Federal Interagency Sedimentation Conference, Miscellaneous Publication No. 970, Agricultural Research Service, USDA, Washington, D.C.
|
13 |
Brown, C.B. (1950). “Sediment Transportation.” Engineering Hydraulics, ed. H. Rouse, John Wiley, New York.
|
14 |
Brownlie, W.R. (1981). Prediction of flow depth and sediment discharge in open-channels. Report no. KH-R-43A. Pasadena, California Institute of Technology, W.M. Keck Laboratory.
|
15 |
Colby, B.R., and Hembree, C.H. (1955). “Computations of Total Sediment Discharge Niobrara River Near Cody.” Nebraska, water Supply Paper 1357, U.S. Geological Survey, Washington, D.C.
|
16 |
DuBoys, M.P. (1879). “Le Rhone et les Rivieres a lit affouillable.” Annales de Ponts et Chaussees, SEC, Vol. 18, No. 5, pp. 141-195.
|
17 |
Einstein, H.A. (1942), “Formula for the Transportation of Bed-Load.” Transactions of the ASCE, Vol. 107, pp. 561-573.
|
18 |
Engelund, F., and Hansen, E. (1967). A Monograph on Sediment Transport to Alluvial Streams. Copenhagen, Teknik Vorlag
|
19 |
Garbrecht, J., Kuhnle, R.A., and Alonso, C.V. (1995). “A sediment transport formulation for large channel networks.” Journal of Soil and Water Conservation, Vol. 50, No. 5, pp. 517-579
|
20 |
Huang, S.L. (2007). “Effect of Using Different Sediment Transport Formulae and Methods of Computing Manning's Roughness Coefficient on Numerical Modeling of Sediment Transport.” Journal of Hydraulic Research, Vol. 45, No. 3, pp. 347-356.
DOI
ScienceOn
|
21 |
ISWACO-NEDECO(1987). Nakong River Estuary Barrage and Reclamation Project: Operation Manual. Republic of Korea Industrial Sites and Water Resources Development Corporation and Netherlands Engineering Consultants, Busan, Korea.
|
22 |
Ji, U. (2006). Numerical Model for Sediment Flushing at the Nakdong River Estuary Barrage. Ph.D. Dissertation, Colorado State University, Fort Collins, CO.
|
23 |
이길성, 이남주(1992), “유사량 산정 공식의 비교 연구.” 대한토목학회 정기학술발표대회.
|
24 |
한국건설기술연구원(1989). 하천유사량 산정방법의 선정기준 개발, 기본연구과제 보고서, 건기연 89-WR-112.
|
25 |
한국건설기술연구원(1991). 하상변동 예측모형의 비교분석, 건기연 91-WR-112.
|
26 |
한국수자원공사(1995). 낙동강하구둑 퇴사 거동 특성에 관한 연구.
|
27 |
한국수자원공사(2008). 낙동강하구둑 유지관리 개선방안 연구보고서.
|
28 |
Bagnold, R.A. (1966). “An Approach to the Sediment Transport Problem from General Physics.” USGS Proffesional Paper 422-J, Washington, D.C.
|
29 |
Ackers, P., and White, W.R. (1973). “Sediment transport New approach and analysis.” Journal of Hydraulic Div., ASCE, Vol. 99, No. HY11, pp. 2041-2060
|
30 |
ASCE (1982). ASCE Task committee on Relations between Morphology of Small Streams and Sediment Yields of the Committee on Sedimentation of the Hydraulics Division: “Relationships Between Morphology of Small Streams and Sediment Yields.” Journal of Hydraulics Div, ASCE, Vol. 108, No. HY11, Proceeding Paper 17 450, pp. 1328-1365.
|
31 |
Zeng, J., Constantinescu, G., and Weber, L. (2006). “Prediction of Equlibrium Flow and Bed Load Transport in a Curved Bend.” World Environmental and Water Rescources Congress, ASCE, pp. 1-11.
|
32 |
Wu, W. (2002). “Computational River Dynamics.” National Center for Computational Hydroscience and Engineering, The University of Mississippi, MS, USA.
|
33 |
Wu, W., Wang, S.S.Y., and Jia, Y. (2000). “Nonuniform Sediment Transport in Alluvial River.” Journal of Hydraulic Research, IAHR, Vol. 38, No. 6, pp. 427-434.
DOI
ScienceOn
|
34 |
Yang, C.T. (1973). “Incipient motion and sediment transport.” Journal of Hydraulic Div., ASCE, Vol. 99, No. HY10: pp. 1679-1704.
|