메뉴 건너뛰기




Volumn 23, Issue 7, 2007, Pages 732-751

Examining the dynamics of grain size distributions of gravel/sand deposits in the Sandy River, Oregon with a numerical model

Author keywords

Channel morphology; Grain size distribution; Gravel bedded river; Numerical model; Reservoir sedimentation; Sand fraction; Sediment deposit

Indexed keywords

CHANNEL MORPHOLOGY; GRAVEL; NUMERICAL MODEL; SAND; SEDIMENTATION; SIZE DISTRIBUTION;

EID: 34848829117     PISSN: 15351459     EISSN: None     Source Type: Journal    
DOI: 10.1002/rra.1012     Document Type: Article
Times cited : (14)

References (23)
  • 1
    • 0003294828 scopus 로고
    • The effects of transported stream sediments on the survival of sockeye and pink salmon eggs and alevin
    • Westminster, British Columbia, Canada
    • Cooper AC. 1965. The effects of transported stream sediments on the survival of sockeye and pink salmon eggs and alevin. Bulletin 18, International Pacific Salmon Fisheries Commission, New Westminster, British Columbia, Canada.
    • (1965) Bulletin 18, International Pacific Salmon Fisheries Commission, New
    • Cooper, A.C.1
  • 2
    • 34848837368 scopus 로고    scopus 로고
    • The Unified Gravel-Sand (TUGS) Model: Simulating sediment transport and gravel/sand grain size distributions in gravel-bedded rivers
    • in press, available for download at
    • Cui Y. 2007. The Unified Gravel-Sand (TUGS) Model: simulating sediment transport and gravel/sand grain size distributions in gravel-bedded rivers. Water Resources Research (in press), available for download at http://www.stillwatersci.com/PubUnderReview.
    • (2007) Water Resources Research
    • Cui, Y.1
  • 3
    • 0003112027 scopus 로고    scopus 로고
    • A quasi-normal simulation of aggradation and downstream fining with shock fitting
    • Cui Y, Parker G. 1997. A quasi-normal simulation of aggradation and downstream fining with shock fitting. International Journal of Sediment Research, IRTCES 12(2): 68-82.
    • (1997) International Journal of Sediment Research, IRTCES , vol.12 , Issue.2 , pp. 68-82
    • Cui, Y.1    Parker, G.2
  • 4
    • 0031648236 scopus 로고    scopus 로고
    • The arrested gravel-front: Stable gravel-sand transitions in river, Part 2: general numerical solution
    • Cui Y, Parker G. 1998. The arrested gravel-front: stable gravel-sand transitions in river, Part 2: general numerical solution. Journal of Hydraulic Research 36(2): 159-182.
    • (1998) Journal of Hydraulic Research , vol.36 , Issue.2 , pp. 159-182
    • Cui, Y.1    Parker, G.2
  • 5
    • 17144385659 scopus 로고    scopus 로고
    • Cui Y, Parker G. 2005. Numerical model of sediment pulses and sediment supply disturbances in maintain rivers. Journal of Hydraulic Engineering 131(8): 646-656; DOI: 10.1061/(ASCE)0733-9429 (2005)131:8(646).
    • Cui Y, Parker G. 2005. Numerical model of sediment pulses and sediment supply disturbances in maintain rivers. Journal of Hydraulic Engineering 131(8): 646-656; DOI: 10.1061/(ASCE)0733-9429 (2005)131:8(646).
  • 6
    • 36749006034 scopus 로고    scopus 로고
    • Numerical simulation of sediment transport upon dam removal: Application to Marmot Dam in Sandy River, Oregon
    • Garcia MH (ed, ASCE: Reston, VA in press
    • Cui Y, Wilcox AC. 2007. Numerical simulation of sediment transport upon dam removal: application to Marmot Dam in Sandy River, Oregon. In Sediment Engineering, ASCE Manual 110, Garcia MH (ed). ASCE: Reston, VA (in press).
    • (2007) Sediment Engineering, ASCE Manual 110
    • Cui, Y.1    Wilcox, A.C.2
  • 7
    • 0029721151 scopus 로고    scopus 로고
    • Numerical simulation of aggradation and downstream fining
    • Cui Y, Parker G, Paola C. 1996. Numerical simulation of aggradation and downstream fining. Journal of Hydraulic Research 34(2): 185-204.
    • (1996) Journal of Hydraulic Research , vol.34 , Issue.2 , pp. 185-204
    • Cui, Y.1    Parker, G.2    Paola, C.3
  • 8
    • 1542442427 scopus 로고    scopus 로고
    • Sediment pulses in mountain rivers. Part II: Comparison between experiments and numerical predictions
    • DOI: 10.1029/2002WR001805
    • Cui Y, Parker G, Pizzuto J, Lisle T. 2003. Sediment pulses in mountain rivers. Part II: comparison between experiments and numerical predictions. Water Resources Research 39(9): 1240; DOI: 10.1029/2002WR001805.
    • (2003) Water Resources Research , vol.39 , Issue.9 , pp. 1240
    • Cui, Y.1    Parker, G.2    Pizzuto, J.3    Lisle, T.4
  • 9
    • 33746924553 scopus 로고    scopus 로고
    • Dam Removal Express Assessment Models (DREAM), Part 2: Sensitivity tests/sample runs
    • Cui Y, Braudrick C, Dietrich WE, Cluer B, Parker G. 2006a. Dam Removal Express Assessment Models (DREAM), Part 2: sensitivity tests/sample runs. Journal of Hydraulic Research 44(3): 308-323.
    • (2006) Journal of Hydraulic Research , vol.44 , Issue.3 , pp. 308-323
    • Cui, Y.1    Braudrick, C.2    Dietrich, W.E.3    Cluer, B.4    Parker, G.5
  • 10
    • 33746930895 scopus 로고    scopus 로고
    • Dam Removal Express Assessment Models (DREAM), Part 1: Model development and validation
    • Cui Y, Parker G, Braudrick C, Dietrich WE, Cluer B. 2006b. Dam Removal Express Assessment Models (DREAM), Part 1: model development and validation. Journal of Hydraulic Research 44(3): 291-307.
    • (2006) Journal of Hydraulic Research , vol.44 , Issue.3 , pp. 291-307
    • Cui, Y.1    Parker, G.2    Braudrick, C.3    Dietrich, W.E.4    Cluer, B.5
  • 12
    • 0028667782 scopus 로고
    • Numerical simulation of downstream fining by selective transport in gravel bed rivers: Model development and illustration
    • Hoey TB, Ferguson RI. 1994. Numerical simulation of downstream fining by selective transport in gravel bed rivers: model development and illustration. Water Resources Research 30: 2251-2260.
    • (1994) Water Resources Research , vol.30 , pp. 2251-2260
    • Hoey, T.B.1    Ferguson, R.I.2
  • 14
    • 0026115030 scopus 로고
    • Selective sorting and abrasion of river gravel, I: Theory
    • Parker G. 1991a. Selective sorting and abrasion of river gravel, I: theory. Journal of Hydraulic Engineering 117(2): 131-149.
    • (1991) Journal of Hydraulic Engineering , vol.117 , Issue.2 , pp. 131-149
    • Parker, G.1
  • 15
    • 0026114211 scopus 로고    scopus 로고
    • Parker G. 1991b. Selective sorting and abrasion of river gravel, II: application. Journal of Hydraulic Engineering 117(2): 150-171.
    • Parker G. 1991b. Selective sorting and abrasion of river gravel, II: application. Journal of Hydraulic Engineering 117(2): 150-171.
  • 16
    • 0343867023 scopus 로고
    • Laboratory experiments on downstream fining of gravel, narrow channel runs 1 through 3: Supplemental methods and data
    • St. Anthony Falls Laboratory, University of Minnesota
    • Seal R, Paola C, Parker G, Mullenbach B. 1995. Laboratory experiments on downstream fining of gravel, narrow channel runs 1 through 3: supplemental methods and data. External Memorandum M-239, St. Anthony Falls Laboratory, University of Minnesota.
    • (1995) External Memorandum M-239
    • Seal, R.1    Paola, C.2    Parker, G.3    Mullenbach, B.4
  • 17
    • 0031256129 scopus 로고    scopus 로고
    • Seal R, Paola C, Parker G, Southard JB, Wilcock PR. 1997. Experiments on downstream fining of gravel: 1. narrow-channel runs. Journal of Hydraulic Engineering 123(10): 874-884;DOI:10.1061/ (ASCE)0733-9429 (1997)23:10(874).
    • Seal R, Paola C, Parker G, Southard JB, Wilcock PR. 1997. Experiments on downstream fining of gravel: 1. narrow-channel runs. Journal of Hydraulic Engineering 123(10): 874-884;DOI:10.1061/ (ASCE)0733-9429 (1997)23:10(874).
  • 18
    • 34848818043 scopus 로고    scopus 로고
    • Squier Associates. 2000. Sandy River sediment study. Draft Report for Review, prepared for Portland General Electric, Portland, Oregon, January, 38 pp + figures/appendices.
    • Squier Associates. 2000. Sandy River sediment study. Draft Report for Review, prepared for Portland General Electric, Portland, Oregon, January, 38 pp + figures/appendices.
  • 19
    • 34848903322 scopus 로고    scopus 로고
    • Stillwater Sciences. 2000a. Evaluation of geomorphic effects of removal of Marmot and Little Sandy dams and potential impacts on anadromous salmonids. Preliminary Final Report, prepared for Portland General Electric, 121 SW Salmon Street, Portland, OR 97219, 92 pp, March. Available at http://www.stillwatersci.com/publications/ PGEMarchPreliminaryFinal.pdf (accessed in June 2006).
    • Stillwater Sciences. 2000a. Evaluation of geomorphic effects of removal of Marmot and Little Sandy dams and potential impacts on anadromous salmonids. Preliminary Final Report, prepared for Portland General Electric, 121 SW Salmon Street, Portland, OR 97219, 92 pp, March. Available at http://www.stillwatersci.com/publications/ PGEMarchPreliminaryFinal.pdf (accessed in June 2006).
  • 20
    • 34848860830 scopus 로고    scopus 로고
    • Stillwater Sciences. 2000b. Numerical modeling of sediment transport in the Sandy River, OR following removal of Marmot Dam. Technical Report, prepared for Portland General Electric, Portland, Oregon, March, 43 pp + figures. Available at http://www.stillwatersci.com/ publications/PGESedimentTransportModelingReport.pdf (accessed in June 2006).
    • Stillwater Sciences. 2000b. Numerical modeling of sediment transport in the Sandy River, OR following removal of Marmot Dam. Technical Report, prepared for Portland General Electric, Portland, Oregon, March, 43 pp + figures. Available at http://www.stillwatersci.com/ publications/PGESedimentTransportModelingReport.pdf (accessed in June 2006).
  • 21
    • 0002492982 scopus 로고    scopus 로고
    • Transfer function for the deposition of poorly sorted gravel in response to streambed aggradation
    • Toro-Escobar CM, Parker G, Paola C. 1996. Transfer function for the deposition of poorly sorted gravel in response to streambed aggradation. Journal of Hydraulic Research 34(1): 35-54.
    • (1996) Journal of Hydraulic Research , vol.34 , Issue.1 , pp. 35-54
    • Toro-Escobar, C.M.1    Parker, G.2    Paola, C.3
  • 22
    • 0037330441 scopus 로고    scopus 로고
    • Surface-based transport model for mixed-size sediment
    • Wilcock PR, Crowe JC. 2003. Surface-based transport model for mixed-size sediment. Journal of Hydraulic Engineering 129(2): 120-128.
    • (2003) Journal of Hydraulic Engineering , vol.129 , Issue.2 , pp. 120-128
    • Wilcock, P.R.1    Crowe, J.C.2
  • 23
    • 33646517360 scopus 로고    scopus 로고
    • Persistence of armor layers in gravel-bed streams
    • DOI: 10.1029/ 2004GL021772
    • Wilcock PR, DeTemple BT. 2005. Persistence of armor layers in gravel-bed streams. Water Resources Research 32: L08402; DOI: 10.1029/ 2004GL021772.
    • (2005) Water Resources Research , vol.32
    • Wilcock, P.R.1    DeTemple, B.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.