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Suspended sediment concentration profiles using conservation law: a mixing length approach

  • Punit Jain , Vishal Chhabra , Chandra Shekhar Nishad , Ankur Singh und Amit Kumar EMAIL logo
Veröffentlicht/Copyright: 11. Juli 2025
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Abstract

This paper presents a mathematical model for the vertical distribution of suspended sediment concentration in turbulent open-channel flow. The governing equation is derived using the principles of mass and momentum conservation for sediments. A mixing length model, expressed as a function of sediment concentration, is formulated using Reynolds stress. The resulting non-linear ordinary differential equations describing the concentration profiles for steady and uniform flow are solved numerically using the fourth-order Runge–Kutta method. The accuracy of the model is validated through comparisons with experimental data from the literature. The proposed model provides a more precise prediction of sediment concentration, particularly near the bed, where traditional models often show limitations. Its applications extend to hydraulic engineering, environmental management, and sediment transport studies in rivers, estuaries, and reservoirs, aiding in sediment control strategies, dredging operations, and predictive modeling of erosion and deposition processes.


Corresponding author: Amit Kumar, Department of Chemical Engineering, Nirma University, Ahmedabad, Gujarat, 382481, India, E-mail:

Acknowledgments

The authors would like to express their gratitude to Mr. Mohammad Huda Ansari (Depatment of Electronics and Communication Engineering, PDEU) for their assistance in preparing Figure 1. His contribution significantly enhanced the clarity of the schematic representation used in this study.

  1. Research ethics: This study was conducted in accordance with the ethical standards.

  2. Informed consent: NA.

  3. Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission. The author has accepted responsibility for the entire content of this manuscript and approved its submission. P.J. and A.K. conceptualized the study, and wrote the manuscript. P.J, V.C. C.S.N. and A.S. have conducted the conducted data analysis. A.K. has reviewed the manuscript.

  4. Use of Large Language Models, AI and Machine Learning Tools: No AI or Machine Learning tools were utilized in the preparation of this manuscript.

  5. Conflict of interest: There is no conflict of interest.

  6. Research funding: NA.

  7. Data availability: All data generated or analyzed during this study are included in this published article, if necessary, supplementary information will be provided.

Notation

Symbol Description Unit
a Reference level m
â a h
β the ratio of sediment diffusion coefficient to turbulent diffusion coefficient.
C Time-averaged volumetric concentration of sediment
C a Reference concentration
C ˆ C C a
h Flow depth m
l 0 Mixing length in clear water flow m
l Mixing length in sediment-laden flow m
u Time-averaged fluid velocity along x direction ms 1
u * Shear velocity ms 1
y Vertical direction m
y ˆ y h
y dip Distance of maximum velocity point from the bed m
y ˆ d i p Dimensionless Distance of maximum velocity

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Received: 2024-12-22
Accepted: 2025-06-24
Published Online: 2025-07-11
Published in Print: 2025-07-28

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