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Prediction of Bedform Dimensions on Alluvial Bed in Unidirectional Flow
by
Yu, Guoliang
, Wang, Rui
in
Bedforms
/ Experiments
/ Flow velocity
/ Grain size
/ hydraulic flumes
/ momentum
/ Particle size
/ prediction
/ Sand & gravel
/ Sediment transport
/ Sedimentation & deposition
/ water
2024
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Prediction of Bedform Dimensions on Alluvial Bed in Unidirectional Flow
by
Yu, Guoliang
, Wang, Rui
in
Bedforms
/ Experiments
/ Flow velocity
/ Grain size
/ hydraulic flumes
/ momentum
/ Particle size
/ prediction
/ Sand & gravel
/ Sediment transport
/ Sedimentation & deposition
/ water
2024
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Prediction of Bedform Dimensions on Alluvial Bed in Unidirectional Flow
Journal Article
Prediction of Bedform Dimensions on Alluvial Bed in Unidirectional Flow
2024
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Overview
In this study, the bedform dimensions of an alluvial bed in a unidirectional flow were experimentally investigated. A series of flume experiments was conducted; 700 sets of flume and field data were used in developing formulae for predicting the bedform dimensions on alluvial beds in unidirectional flow. Bedform dimensions include the length and height of bedforms generated by the lower and upper flow regimes; the resistance coefficient for the flow in different flow regimes is introduced into the proposed formulae. The momentum boundary-layer thickness was introduced as an independent variable instead of the flow depth. Based on a large amount of flume and field data, the coefficients of each parameter were determined; four typical formulae were used to compare the accuracy of the proposed formulae. The experimental results show that the momentum boundary-layer thickness, hydraulic radius, and resistance coefficient for the flow in different regimes correlate well with the bedform dimensions. The calculation results show that the dimensionless particle size should not be ignored in the calculation of bedform dimensions. The bedform dimensions have an obvious trend of rapid increase with an increase in the ratio of flow depth to sand size (H/d). The bedform dimensions obtained using the van Rijn method and the Engelund and Hansen method did not represent the variation trend of the bedform length in the upper flow regime with an increase in H/d when H/d was greater than 103. The calculations using the proposed formulae are more accurate and reasonable than those in previous studies predicting the bedform height and length on an alluvial bed in a unidirectional flow.
Publisher
MDPI AG
Subject
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