Exponential Formula for Bedload Transport

By N. Cheng. 2002

101 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Ecology, Management, Monitoring, Policy and Law

View Paper: https://www.semanticscholar.org/paper/7d18701ac4b86b419c234b503ea34f5a2cdd35f0

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Junke Guo
2. Magnus Larson
3. Pierre Y. Julien
4. B. Camenen

In Ecology

1. Junke Guo
2. B. Camenen
3. Magnus Larson
4. Pierre Y. Julien
5. J. Kok
6. Nilton O. Renno

In Management, Monitoring, Policy and Law

1. Junke Guo
2. Magnus Larson
3. Pierre Y. Julien
4. B. Camenen

Citations in the corpus

• Shear Stress in Smooth Rectangular Open- Channel Flows (2005, methodology): “Moreover, a side-wall correction procedure is often needed in laboratory flume studies of velocity profiles, bedform resistance and sediment transport (Julien 1995; Cheng 2002; Berlamont et al. 2003).”
• A general formula for non-cohesive bed load sediment transport (2005, background): “Dibajnia and Watanabe (1992) introduced a semi-empirical formula which allows for the estimation of phase-lag effects.”