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Volumn 209, Issue , 2014, Pages 140-142

Commentary on a "Conceptual model for complex river responses using an expanded Lane diagram by David Dust and Ellen Wohl", Geomorphology, Volume 139-140, March 2012, Pages 109-121

Author keywords

Lane diagram; River response; Sediment transport capacity; Width to depth ratio

Indexed keywords


EID: 84893726063     PISSN: 0169555X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geomorph.2013.07.008     Document Type: Note
Times cited : (8)

References (13)
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    • Dust, D.1    Wohl, E.2
  • 2
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  • 3
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    • Huang, H.Q.1    Chang, H.H.2
  • 4
    • 0034092159 scopus 로고    scopus 로고
    • Hydraulic geometry and maximum flow efficiency as products of the principle of least action
    • Huang H.Q., Nanson G.C. Hydraulic geometry and maximum flow efficiency as products of the principle of least action. Earth Surface Processes and Landforms 2000, 25:1-16.
    • (2000) Earth Surface Processes and Landforms , vol.25 , pp. 1-16
    • Huang, H.Q.1    Nanson, G.C.2
  • 5
    • 0036690275 scopus 로고    scopus 로고
    • A stability criterion inherent in laws governing alluvial channel flow
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    • (2002) Earth Surface Processes and Landforms , vol.27 , pp. 929-944
    • Huang, H.Q.1    Nanson, G.C.2
  • 6
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    • Least action principle, equilibrium states, iterative adjustment and the stability of alluvial channels
    • Nanson G.C., Huang H.Q. Least action principle, equilibrium states, iterative adjustment and the stability of alluvial channels. Earth Surface Processes and Landforms 2008, 33:923-942.
    • (2008) Earth Surface Processes and Landforms , vol.33 , pp. 923-942
    • Nanson, G.C.1    Huang, H.Q.2
  • 7
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    • The hydraulic geometry of narrow and deep channels; evidence for flow optimisation and controlled peatland growth
    • Nanson R.A., Nanson G.C., Huang H.Q. The hydraulic geometry of narrow and deep channels; evidence for flow optimisation and controlled peatland growth. Geomorphology 2010, 117:143-154.
    • (2010) Geomorphology , vol.117 , pp. 143-154
    • Nanson, R.A.1    Nanson, G.C.2    Huang, H.Q.3
  • 10
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    • A two-fraction model for the transport of sand/gravel mixtures
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    • Reanalysis and correction of bed-load relation of Meyer-Peter and Müller using their own database
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  • 12
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    • Unit stream power equations for total load
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.