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Volumn 60, Issue 5, 1999, Pages 5827-5832

Diffusivelike buffering and saturation of large rivers

Author keywords

[No Author keywords available]

Indexed keywords

ARTICLE;

EID: 0001143568     PISSN: 1063651X     EISSN: None     Source Type: Journal    
DOI: 10.1103/PhysRevE.60.5827     Document Type: Article
Times cited : (27)

References (29)
  • 17
    • 85036294413 scopus 로고    scopus 로고
    • The study of Banavar is one of the rare examples that considers the issue of boundary conditions. However, a literal interpretation of their equation at the upstream boundary (without the addition of a smoothing diffusive term) would lead to an unrealistic infinite gradient for the main streams at their source (Formula presented). This, however, was not the primary focus of their study
    • The study of Banavar is one of the rare examples that considers the issue of boundary conditions. However, a literal interpretation of their equation at the upstream boundary (without the addition of a smoothing diffusive term) would lead to an unrealistic infinite gradient for the main streams at their source (Formula presented). This, however, was not the primary focus of their study.
  • 18
    • 85036361280 scopus 로고    scopus 로고
    • F. Métivier, Ph.D. thesis, Université Paris 7, 1996
    • F. Métivier, Ph.D. thesis, Université Paris 7, 1996.
  • 19
  • 23
    • 85036225123 scopus 로고    scopus 로고
    • W. Graf and M. Altinakar, Hydraulique Fluviale, Ecoulement Nonpermanent et Phénomènes de Transport (Eyrolles, Paris, 1996), p. 378
    • W. Graf and M. Altinakar, Hydraulique Fluviale, Ecoulement Nonpermanent et Phénomènes de Transport (Eyrolles, Paris, 1996), p. 378.
  • 24
    • 85036401500 scopus 로고    scopus 로고
    • We shall speak indifferently of river, river system, river plain, or alluvial plain, keeping in mind that the assumptions we make and analyses we derive are only valid for large alluvial rivers
    • We shall speak indifferently of river, river system, river plain, or alluvial plain, keeping in mind that the assumptions we make and analyses we derive are only valid for large alluvial rivers.
  • 25
    • 85036240162 scopus 로고    scopus 로고
    • V. T. Chow, Open-channel Hydraulics (McGraw Hill, Singapore, 1959)
    • V. T. Chow, Open-channel Hydraulics (McGraw Hill, Singapore, 1959).
  • 26
    • 85036399366 scopus 로고    scopus 로고
    • Humphrey and Heller, in a numerical analysis of a similar problem, assume that (Formula presented) varies through time as the result of a kinematic wave propagation of the erosion products from the slopes to the river
    • Humphrey and Heller, in a numerical analysis of a similar problem, assume that (Formula presented) varies through time as the result of a kinematic wave propagation of the erosion products from the slopes to the river.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.