Open Channel Flow Resistance

By B. Yen. 2002

590 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Ecology, Soil Science

View Paper: https://www.semanticscholar.org/paper/7f64f10c78248c1d6cdb8a5cc252ad8cef4d45d7

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. M. Wong
2. Gary Parker
3. Orazio Giustolisi
4. J. Aberle
5. Juha Järvelä
6. K. Västilä
7. Dragan A. Savic

In Ecology

1. Juha Järvelä
2. K. Västilä
3. M. Wong
4. Gary Parker
5. Orazio Giustolisi
6. Lorenzo Begnudelli
7. J. Aberle
8. Dragan A. Savic

In Soil Science

1. M. Wong
2. Gary Parker
3. Orazio Giustolisi
4. Lorenzo Begnudelli
5. J. Aberle
6. Juha Järvelä
7. K. Västilä

Citations in the corpus

• A balanced treatment of secondary currents, turbulence and dispersion in a depth-integrated hydrodynamic and bed deformation model for channel bends (2010, background): “Yen [98] reports that m varies from 4 to 12, and m 1⁄4 7 has been utilized by a number of researchers to describe turbulent boundary layers.”
• Using genetic programming to determine Chèzy resistance coefficient in corrugated channels (2004, background): “In open-channel uniform flow, the average velocity of flow, V, is related to resistance coefficient by (Yen 2002) Table 1 | Experimental slopes characterised by wake-interference flow occurring.”
• Reanalysis and Correction of Bed-Load Relation of Meyer-Peter and Müller Using Their Own Database (2006, background): “In this regard Hey 1979 and Yen 2002 , among other researchers, state that the Darcy– Weisbach equation Rouse 1946 for flow resistance has a stronger theoretical foundation, and its original formulation for pipe flow can be applied to open-channel flow in the following form: 1162 / JOURNAL OF…”
• Modeling the flow resistance of woody vegetation using physically based properties of the foliage and stem (2014, methodology): “The analysis of the friction factors can be based on the linear superposition principle [e.g., Yen, 2002], which allows considering the different sources of flow resistance, including the bed friction and vegetative drag.”
• Characteristic reference areas for estimating flow resistance of natural foliated vegetation (2013, background): “The total resistance coefficient may be divided into 53 separate coefficients for the main contributing factors according to the superposition principle (Yen, 2002).”