메뉴 건너뛰기




Volumn , Issue 279, 2003, Pages 131-144

Reliability evaluation of rainfall-sediment-runoff models

Author keywords

Distributed rainfall sediment runoff model; Model reliability; Monte Carlo simulation; Optimum model complexity

Indexed keywords

CATCHMENTS; MONTE CARLO METHODS; RIVERS; RUNOFF; SEDIMENTS;

EID: 0842349394     PISSN: 01447815     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (9)

References (10)
  • 1
    • 0015419265 scopus 로고
    • Study on hydraulic resistance and bed-load transport rate in alluvial streams
    • Ashida, K. & Michiue, M. (1972) Study on hydraulic resistance and bed-load transport rate in alluvial streams. Proc. JSCE 206, 59-69.
    • (1972) Proc. JSCE , vol.206 , pp. 59-69
    • Ashida, K.1    Michiue, M.2
  • 2
    • 0027009437 scopus 로고
    • The future of distributed models: Model calibration and uncertainty prediction
    • Beven, K. J. & Binley, A. M. ( 1992) The future of distributed models: Model calibration and uncertainty prediction. Hydrol. Processes 6, 279-298.
    • (1992) Hydrol. Processes , vol.6 , pp. 279-298
    • Beven, K.J.1    Binley, A.M.2
  • 4
    • 84979187571 scopus 로고
    • Engineering calculation of suspended sediment
    • Lane, E. & Kalinske, A. A. (1941) Engineering calculation of suspended sediment. Trans. Am. Geophys. U. 22, 603-607.
    • (1941) Trans. Am. Geophys. U. , vol.22 , pp. 603-607
    • Lane, E.1    Kalinske, A.A.2
  • 5
    • 0022766432 scopus 로고
    • Sediment transport capacity of sheet and rill flow
    • Moore, I. D. & Burch, G. J. (1986) Sediment transport capacity of sheet and rill flow. Water Resour. Res. 22, 1350-1360.
    • (1986) Water Resour. Res. , vol.22 , pp. 1350-1360
    • Moore, I.D.1    Burch, G.J.2
  • 6
    • 0008265736 scopus 로고    scopus 로고
    • NASDA Development Service Co., LTD, Japan
    • NASDA (1997) ADEOS Reference Handbook. Development Service Co., LTD, Japan.
    • (1997) ADEOS Reference Handbook
  • 7
    • 0014776873 scopus 로고
    • River flow forecasting through conceptual models. Part I, A discussion of principles
    • Nash, J. E. & Sutcliffe, J, V. (1970) River flow forecasting through conceptual models. Part I, A discussion of principles. J. Hydrol. 10, 282-290.
    • (1970) J. Hydrol. , vol.10 , pp. 282-290
    • Nash, J.E.1    Sutcliffe, J.V.2
  • 8
    • 0041653019 scopus 로고    scopus 로고
    • Development of slope runoff models which consider field capacity and pipe flows
    • Kyoto University
    • Shiiba, M. et al (1998) Development of slope runoff models which consider field capacity and pipe flows. Ann. Disaster Prevention Res. Inst., Kyoto University, 41(b-2), 229-235.
    • (1998) Ann. Disaster Prevention Res. Inst. , vol.41 , Issue.B-2 , pp. 229-235
    • Shiiba, M.1
  • 9
    • 0842339136 scopus 로고    scopus 로고
    • A physically-based rainfall-sediment-runoff model in a catchment scale - Application to the upper Brantas River basin, Indonesia
    • (ed. by G. H. Schmitz) Proc. Third ICWRER Dresden, Germany, July 2002
    • Takara, K. & Sayama, T. (2002) A physically-based rainfall-sediment-runoff model in a catchment scale-Application to the upper Brantas River basin, Indonesia. In: Water Resources and Environment Research (ed. by G. H. Schmitz) (Proc. Third ICWRER Dresden, Germany, July 2002), 2, 256-261.
    • (2002) Water Resources and Environment Research , vol.2 , pp. 256-261
    • Takara, K.1    Sayama, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.