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Formulas for bed-load transport

Formulas for bed-load transport,E. Meyer-peter

Formulas for bed-load transport   (Citations: 435)
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    • ...The formulation of the bed-load discharge can be based on deterministic laws (Meyer-Peter and Müller 1948, Smart 1984, Huang 2007) or in probabilistic methods, always supported by experimentation...

    Alberto Serrano-Pachecoet al. Finite volumes for 2D shallow-water flow with bed-load transport on un...

    • ...Meyer-Peter and Müller (1948), Einstein (1950), Bagnold (1966), Yalin (1963) and Chang et al...

    Bimlesh Kumar. Neural network prediction of bed material load transport

    • ...Einstein (1942), Meyer-Peter and Müller (1948), Vanoni and Nomicos (1960), Bagnold (1966), Engelund (1966), Ryckoczi (1967), Lovera and Kennedy (1969), Wang and Chien (1985), Arora et al...

    Roberto Gaudioet al. Friction factor and von Kármán's κ in open channels with bed-load

    • ...Commonly, � b is computed according to the celebrated empirical law by Meyer-Peter and M¨ uller [36] which, according to the classical Bagnoldian scheme [42], relates � b to the Shields stress, θr = (γ ds R) −1 τr; the latter is a dimensionless shear stress computed at the bed, where τr is the module of the dimensional shear stress at ζ=− 1a ndγ is the fluid specific weight...

    C. Camporealeet al. A spectral approach for the stability analysis of turbulent open-chann...

    • ...In the literature the total resistance is often written as the sum of so-called ‘‘grain resistance’’ and ‘‘form resistance’’ [Meyer-Peter and Müller, 1948; Parker and Peterson, 1980; Carson and Grifths, 1987; Gomez and Church, 1989; Millar and Quick, 1994; Millar 1999]...
    • ...The equation is based on 252 laboratory experiments conducted by Meyer-Peter and Müller [1948], Smart and Jäggi [1983], and Rickenmann [1991] for a slope range of 0.0004 to 0.2, and can be written as...
    • ...The combination procedure is on the basis of the earlier approaches of Meyer-Peter and Müller [1948], Palt [2001], and Rickenmann [2005], who introduced empirical functions to account for ow resistance because of macroroughness through a reduced energy slope...
    • ...[32] Meyer-Peter and Müller [1948] showed theoretically that e may vary between 4/3 and 2, and from their ume experiments on bedload transport they empirically determined a best t value of 1.5...

    Manuel Nitscheet al. Evaluation of bedload transport predictions using flow resistance equa...

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