Technical Notes
Aug 18, 2017

Efficient Simulation of Surface Solute Transport in Basin Fertigation

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 11

Abstract

Numerical models are convenient for the management of basin fertigation. However, the characteristic line approach, commonly applied to solve the advection-dispersion equation, presents disadvantages such as numerical oscillation at the vertical position of the solute concentration wave caused by cubic spline interpolation. To address this problem, a new approach was constructed to solve the advection-dispersion equation. This new approach is a hybrid of the characteristic line and the finite-volume approaches. The zero-inertia equation with a standard diffusion wave type was used to describe the surface water flow, and a new model for basin fertigation was developed. Three basin fertigation experiments were carried out to validate the developed model. The results showed that the simulated solute transport processes did not exhibit any numerical oscillation and overcame the disadvantage of the characteristic line approach in conjunction with the cubic spline interpolation. Overall, the mass conservation ability of the developed solution for the advection-dispersion equation was significantly improved.

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Acknowledgments

This research was supported by the National Natural Science Foundation of China under Grant 51579250 and 51579250.

References

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 11November 2017

History

Received: Jun 28, 2016
Accepted: May 23, 2017
Published online: Aug 18, 2017
Published in print: Nov 1, 2017
Discussion open until: Jan 18, 2018

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Authors

Affiliations

Graduate Student, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Beijing 100038, China; China Agricultural Univ., No. 17 Qinghua East Rd., Haidian, Beijing 100038, P.R. China. E-mail: [email protected]
Shaohui Zhang [email protected]
Senior Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Beijing 100038, China (corresponding author). E-mail: [email protected]; [email protected]
Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Beijing 100038, China. E-mail: [email protected]
Meijian Bai [email protected]
Professor, National Center of Efficient Irrigation Engineering and Technology Research, China Institute of Water Resources and Hydropower Research, 20 West Chegongzhuang Rd., Beijing 100048, China. E-mail: [email protected]
Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, A-1 Fuxing Rd., Beijing 100038, China. E-mail: [email protected]

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