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Cited by 419

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Hydraulic Resistance of Flow in Channels with Cylindrical Roughness

Stone, Brian M., Shen, Hung Tao·2002·Journal of Hydraulic Engineering
DOI 10.1061/(asce)0733-9429(2002)128:5(500

Abstract

A laboratory study on the hydraulics of flow in an open channel with circular cylindrical roughness is presented. The laboratory study consists of an extensive set of flume experiments for flows with emergent and submerged cylindrical stems of various sizes and concentrations. The results show that the flow resistance varies with flow depth, stem concentration, stem length, and stem diameter. The stem resistance experienced by the flow through the vegetation is best expressed in terms of the maximum depth-averaged velocity between the stems. Physically based formulas for flow resistance, the apparent channel velocity, and flow velocities in the roughness and surface layers are developed. The formulas are validated with the flume data from the present study as well as those from past studies. A method for calculating channel hydraulic conditions using these formulas is presented.

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Metadata

Authors
Stone, B. M., & Shen, H. T.
Venue
Journal of Hydraulic Engineering
Published
2002-05
Volume
128
Issue
5
Pages
500-506
ISSN
  • 0733-9429 (ISSN-L)
  • 1943-7900
DOI
10.1061/(asce)0733-9429(2002)128:5(500
OpenAlex
W2125495015
Cited by
419
References
0
FWCI
9.04
Type
journal article
Language
en
Open access
closed

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CoChat. (2026). Citation check: Hydraulic Resistance of Flow in Channels with Cylindrical Roughness. https://app.cochat.ai/papers/10.1061/(asce)0733-9429(2002)128:5(500
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Stone, B. M., & Shen, H. T. (2002). Hydraulic Resistance of Flow in Channels with Cylindrical Roughness. Journal of Hydraulic Engineering. https://doi.org/10.1061/(asce)0733-9429(2002)128%3A5(500

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Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).

Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.