Reanalysis and Correction of Bed-Load Relation of Meyer-Peter and Müller Using Their Own Database
By M. Wong, Gary Parker. 2006
615 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Ecology, Soil Science
View Paper: https://www.semanticscholar.org/paper/bf03a5060b31ce0db437ea31f04c2c496aae0dcc
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In Civil and Structural Engineering
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Citations in the corpus
- Ltd Registered in England and Wales Registered Number : 1072954 Registered office : (2004, methodology): “Wong and Parker (2006) modified this formula to improve the grain shear stress computation and their modified form is used as”
- The Physics of Sediment Transport Initiation, Cessation, and Entrainment Across Aeolian and Fluvial Environments (2020, background): “For example, the scaling Q∗ ∝ (Θ − Θt )3/2 –3– by Meyer-Peter and Müller [1948] with Θt ≈ 0.05 is one of the most widely used expressions in hydraulic engineering for gravel transport driven by water [Wong and Parker, 2006].”
- Formation timescales of large Martian valley networks (2011, methodology): “With the improved topographic data now available for measuring volume, slope, and depth, Martian sediment transport can be better estimated with the lessempirical, more physically-based equations by Ribberink (1998), Meyer-Peter and Mueller (Wong and Parker, 2006), van Rijn (1984a), and others.”