1 |
United States Forest Service. (1996). A guide to field identification of bankfull stage in the western United States. Rocky Mountain Forest and Range Experiment Station, Stram Systems Technology Center. 31 minute video, Fort Collins, Colo
|
2 |
Watson, C.C., Biedenharn, D.S. and Thorne, C.R. (2005). Stream Rehabilitation. Cottonwood Reaserch LLC Fort Collins, Colorado
|
3 |
Wilcock, P.R. (1997). Friction between science and practice: The case of river restoratio. EOS Trans. Am. Geophys. Union, Vol. 78, No. 41, pp. 454
DOI
|
4 |
Williams, G.P. (1978). Bankfull discharge of rivers. Water. Resources. Research, 14:1141-1154
DOI
ScienceOn
|
5 |
Harrelson, C.C., Rawlins, C.L., and Potyondy, J.P. (1994). Stream channel reference sites: An illustrated guide to field technique. General Report No. RM-245, U. S. Department of Agriculture, Forest Service, Fort Collins CO
|
6 |
Hey, R.D. (1994). Restoration of gravel bed rivers: Principles and practice. Natural channel design: Perspectives and practice, Canadian Water Resources Association, Cambridge, Ont., pp. 157-173
|
7 |
Knighton, A.D. (1998). Fluvial forms and processes: A New Perspective. London: Arnold, pp. 383
|
8 |
Lane, E.W. (1995). “Design of stable channels.” Transactions of the American Society of Civil Engineers, 120, pp. 1234-1279
|
9 |
Leopold, L.B. (1994). A View of the River, Cambridge: Harvard University Press
|
10 |
Leopold, L.B. Wolman, M.G., and Miller, J.P. (1964). Fluvial Processes in Geomorphology. San Francisco, CA: W. H. Freeman and Co., pp. 522
|
11 |
Rosgen, D. (1998). “The rederence reach―A blueprint for natural channel design.” ASCE Wetlands Engineering and River Restoration Conference, Denver
|
12 |
Schumm, S.A. (1960). “The shape of alluvial channels in relation to sediment type.” U.S. Geological Survey, Professional Paper No. 352B, Washington, DC, pp. 30
|
13 |
Shields, F.D., Copeland, R.R., Klingeman, P.C., Doyle, M.W., and Simon, A. (2003). “Design for stream restoration.” Journal of Hydraulic Engineering, Vol. 129, No. 8, pp. 575-584
DOI
ScienceOn
|
14 |
Simon, A., Dickerson, W., and Heins, A. (2004). “Suspended-sediment transport rates at the 1.5-year recurrence interval for ecoregions of the United States: Transport conditions at the bankfull and effective discharge.” Geomorphology, Vol. 58, pp. 243-262
DOI
ScienceOn
|
15 |
Smelser, M.G., and Schmidt, J.C. (1998). An assessment methodology for determining historical changes in mountain streams. Technical Report, No. RMRS-GTR-6, Rocky Mountain Research Station, U.S. Forest Service, Ogden, Utah, pp. 29
|
16 |
Wolman, M.G. (1955). “The natural channel of Brandywine Creek, Pennsylvania.” U.S. Geological Survey, Professional Paper No. 271, Washington
|
17 |
Wolman, M.G., and Leopold, L.B. (1957). “River flood plains: Some observations on their formation.” U.S. Geological Survey, Professional Paper 282C, pp. 87-107
|
18 |
Wolman, M.G., and Miller, J.P. (1960). “Magnitude and frequency of forces in geomorphic processes.” Journal of Geology, Vol. 68, pp. 54-74
DOI
|
19 |
Woodyer, K.D. (1968). “Bankfull frequency in rivers.” Journal of Hydrology, Vol. 6, pp. 114-142
DOI
ScienceOn
|
20 |
강경석, 이춘호, 최용승, 김국일 (2005). “문산천 유역의 지배유량 산정.” 2005년도 학술발표대회 논문집, 대한토목학회, pp. 2547-2550
|
21 |
이희철, 이은태 (2002). “충적하천의 안정하도 계획을 위한 지배유량 산정에 관한 연구.” 2002년 학술발표대회, 대한토목학회, pp. 514-517
|
22 |
Copeland, R., Soar, P., and Thorne, C. (2005). “Channel forming discharge and hydraulic geometry width predictors in meandering sand bed rivers.” 2005 World Water and Environmental Resources Congress: Impacts of Global change (CD-ROM), ASCE, Reston Va
|
23 |
Emmett, W.W., and Wolman, M.G. (2001). Effective discharge and gravel-bed rivers. Earth Surf. Processes Landforms. Vol. 26, pp. 1369-1380
DOI
ScienceOn
|
24 |
Crowder, D.W., and Knapp, H.V. (2005). “Effective discharge recurrence intervals in Illinois streams.” Geomorphology, Vol. 64, pp. 167-184
DOI
ScienceOn
|
25 |
Doyle, M.W., Shields, D., Boyd, K.F., Skidmore P.B. and Dominick, D. (2007) “Channel-Forming discharge selection in the river restoration design.” Journal of Hydraulic Engineering, Vol. 133, No. 7, pp. 831-837
DOI
ScienceOn
|
26 |
Dunne T., and Leopold, L.B. (1978). Water in Environmental Planning. New York, NY: W. H. Freeman and Company
|
27 |
Goodwin, P. (2004). “Analytical solutions for estimating effective discharge.” Journal of Hydraulic Engineering, Vol. 130, No. 8, pp. 729-738
DOI
ScienceOn
|
28 |
McCandless, T.L. (2003). Maryland stream survey ; Bankfull discharge and channel characteristics of streams in the allegheny plateau and the valley and ridge hydrologic regions, U.S. Fish and Wildlife Service
|
29 |
Nash, D.B. (1994). “Effective sediment-transporting discharge from magnitude-frequency analysis.” Journal of Geology, Vol. 102, pp. 79-95
DOI
ScienceOn
|
30 |
Ministry of Natural Resources. (1994). Natural channel systems: An approach to management and design, Queen's Printer for Canada, Toronto
|
31 |
Pickup, G. and Warner, R.F. (1976). “Effects of hydrologic regime on the magnitude and frequency of dominant discharge.” Journal of Hydrology, Vol. 29, pp. 51-75
DOI
ScienceOn
|
32 |
Riley, A.L. (1998). Restoring streams in cities: A guide for planners, policymakers, and citizens, Island Press, Washington, D.C
|
33 |
Rosgen, D. (1994). “Applied river morphology.” Wildland Hydrology
|
34 |
이희철, 이은태 (2003). “충적하천의 하도형성유량 산정과 수리기하특성에 관한 연구.” 한국수자원학회 논문집, Vol. 36, No. 5, pp. 823-838
과학기술학회마을
DOI
|
35 |
임창수, 이준호, 김태희, 이재철, 윤세의 (2006). “하도특성량 조사를 위한 지배유량의 산정.” 2006년도 학술발표대회 논문집, 한국수자원학회, pp. 66-71
|
36 |
Andrews, E.D. (1980). “Effective and bankfull discharges of streams in the Yampa River Basin, Colorado and Wyoming." Journal of Hydraulic Engineering, Vol. 46, pp. 311-333
|
37 |
Ashmore, P.E., and Day, T.J. (1998). “Effective discharge for suspended sediment transport in streams of the Saskatchewan River Basin.” Water Resources Research, Vol. 24, No. 6, pp. 864-870
DOI
|
38 |
Soar, P.J. (2000). Channel restoration design for meandering rivers. Ph. D. Thesis, University of Nottingham, Nottingham, UK
|