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Formulas for Bed-Load transport

E. Meyer-Peter, +1 more
- Iss: 3, pp 39-64
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TLDR
In this article, an attempt is made to derive an empirical law of bed-load transport based on recent experimental data and the results and interpretation of tests already made known in former publications of the Laboratory for Hydraulic Research and Soil Mechanics at the Federal Institute of Technology, Zurich.
Abstract
In the following paper, a brief summary is first of all given of the results and interpretation of tests already made known in former publications of the Laboratory for Hydraulic Research and Soil Mechanics at the Federal Institute of Technology, Zurich. After that, an attempt is made to derive an empirical law of bed-load transport based on recent experimental data. We desire to state expressly that by bed-load transport is meant the movement of the solid material rolling or jumping along the bed of a river; transport of matter in suspension is not included.

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Mathematical modelling of scour: A review

TL;DR: A review of mathematical modelling of scour around hydraulic and marine structures is presented in this article, where principal ideas, general features and procedures are given, and a section is also added to discuss potential future research areas.
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Influence of sediment supply on mountain streams bedload transport

Alain Recking
- 15 Nov 2012 - 
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Onset of erosion and avalanche for an inclined granular bed sheared by a continuous laminar flow

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Heavy‐tailed travel distance in gravel bed transport: An exploratory enquiry

TL;DR: This paper investigates the plausibility of heavy-tailed movements for particles in bed load transport using carefully controlled flume experiments and theoretical analysis, and develops a probability model to show howheavy-tailed distributions of travel distance can emerge from a mixture of particle sizes.
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Estimating bedload transport in a large sand-gravel bed river from direct sampling, dune tracking and empirical formulas

TL;DR: In this article, three methods used to estimate river bedload discharges were compared in a large sand-gravel bed river, including sediment sampling, dune tracking method and the equations of Van Rijn and Meyer-Peter and Muller.