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Formula for the Viscosity of a Glycerol−Water Mixture

Industrial & engineering chemistry research, 2008-05, Vol.47 (9), p.3285-3288

Cheng, Nian-Sheng

2008

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Comparison of formulas for drag coefficient and settling velocity of spherical particles

Powder technology, 2009-02, Vol.189 (3), p.395-398

Cheng, Nian-Sheng

2009

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Experimental investigation of characteristics of turbulence induced by multiple oscillating grids

Physics of fluids (1994), 2024-03, Vol.36 (3)

2024

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Bed‐Load Transport in Vegetated Flows: Phenomena, Parametrization, and Prediction

Water resources research, 2021-04, Vol.57 (4), p.n/a

2021

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Representative roughness height of submerged vegetation

Water resources research, 2011-08, Vol.47 (8), p.n/a

Cheng, Nian-Sheng

2011

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Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows

Journal of hydraulic engineering (New York, N.Y.), 2024-07, Vol.150 (4)

2024

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Prediction of Critical Shields Number for Incipient Sediment Motion in Shallow Flows

Journal of engineering mechanics, 2023-09, Vol.149 (9)

2023

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Formulation of bed shear stress for computing bed-load transport rate in vegetated flows

Physics of fluids (1994), 2021-11, Vol.33 (11)

2021

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Combined Logarithmic and Linear Law for Double-Averaged Flow Velocity Profiles over Two-Dimensional Fixed Dunes

Journal of hydraulic engineering (New York, N.Y.), 2023-11, Vol.149 (11)

2023

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Critical Flow Velocity for Incipient Sediment Motion in Open Channel Flow with Rigid Emergent Vegetation

Journal of engineering mechanics, 2020-11, Vol.146 (11)

2020

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Limiting Behavior of the Probability Distribution in Einstein's Bed‐Load Formula and its Improvement

Water resources research, 2021-10, Vol.57 (10), p.n/a

2021

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Characteristics of Initial Development of Plane Jet Scour

Journal of hydraulic engineering (New York, N.Y.), 2023-09, Vol.149 (9)

2023

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Simple Formulation of Bedload Sediment Transport Rate Based on Novel Definition of Pickup Probability

Journal of hydraulic engineering (New York, N.Y.), 2020-09, Vol.146 (9)

2020

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Unified Criterion for Clear‐Water Local Scour Induced by Junction Flows and Wall Jets

Water resources research, 2021-05, Vol.57 (5), p.n/a

2021

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Difference between static and dynamic angle of repose of uniform sediment grains

International journal of sediment research, 2017-06, Vol.32 (2), p.149-154

2017

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Scaling laws for two- and three-dimensional wall jet scour based on the phenomenological theory of turbulence

Journal of hydraulic research, 2023-05, Vol.61 (3), p.422-430

2023

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Laboratory Study of Porosity Effect on Drag Induced by Circular Vegetative Patch

Journal of engineering mechanics, 2019-07, Vol.145 (7)

2019

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Viscous effects on bedload sediment transport rates

Physics of fluids (1994), 2022-02, Vol.34 (2)

2022

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Low-Submergence Effect on Incipient Sediment Motion

Journal of engineering mechanics, 2018-12, Vol.144 (12)

2018

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Estimate of Drag Coefficient for a Finite Patch of Rigid Cylinders

Journal of hydraulic engineering (New York, N.Y.), 2019-02, Vol.145 (2)

2019

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Scaling of Scour Depth at Bridge Pier Based on Characteristic Dimension of Large-Scale Vortex

Water (Basel), 2019-12, Vol.11 (12), p.2458

2019

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Bed and wall shear stresses in smooth rectangular channels

Journal of hydraulic research, 2021-09, Vol.59 (5), p.847-857

2021

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Application of Particle Densimetric Froude Number for Evaluating the Maximum Culvert Scour Depth

Journal of irrigation and drainage engineering, 2020-08, Vol.146 (8)

2020

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Particle Image Velocimetry Measurements of Bed-Shear Stress Induced By Wall-Bounded Swirling Jets

Journal of engineering mechanics, 2020-06, Vol.146 (6)

2020

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Evaluation of Sediment Gradation Effects on Clear-Water Pier Scour with Densimetric Froude Number

Journal of engineering mechanics, 2020-12, Vol.146 (12)

2020

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Formula for the Viscosity of a Glycerol−Water Mixture

Comparison of formulas for drag coefficient and settling velocity of spherical particles

Experimental investigation of characteristics of turbulence induced by multiple oscillating grids

Bed‐Load Transport in Vegetated Flows: Phenomena, Parametrization, and Prediction

Representative roughness height of submerged vegetation

Mixed Velocity Scale for Predicting Bed-Material Sediment Discharges in Open Channel Flows

Prediction of Critical Shields Number for Incipient Sediment Motion in Shallow Flows

Formulation of bed shear stress for computing bed-load transport rate in vegetated flows

Combined Logarithmic and Linear Law for Double-Averaged Flow Velocity Profiles over Two-Dimensional Fixed Dunes

Critical Flow Velocity for Incipient Sediment Motion in Open Channel Flow with Rigid Emergent Vegetation

Limiting Behavior of the Probability Distribution in Einstein's Bed‐Load Formula and its Improvement

Characteristics of Initial Development of Plane Jet Scour

Simple Formulation of Bedload Sediment Transport Rate Based on Novel Definition of Pickup Probability

Unified Criterion for Clear‐Water Local Scour Induced by Junction Flows and Wall Jets

Difference between static and dynamic angle of repose of uniform sediment grains

Scaling laws for two- and three-dimensional wall jet scour based on the phenomenological theory of turbulence

Laboratory Study of Porosity Effect on Drag Induced by Circular Vegetative Patch

Viscous effects on bedload sediment transport rates

Low-Submergence Effect on Incipient Sediment Motion

Estimate of Drag Coefficient for a Finite Patch of Rigid Cylinders

Scaling of Scour Depth at Bridge Pier Based on Characteristic Dimension of Large-Scale Vortex

Bed and wall shear stresses in smooth rectangular channels

Application of Particle Densimetric Froude Number for Evaluating the Maximum Culvert Scour Depth

Particle Image Velocimetry Measurements of Bed-Shear Stress Induced By Wall-Bounded Swirling Jets

Evaluation of Sediment Gradation Effects on Clear-Water Pier Scour with Densimetric Froude Number

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