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Archives of Agronomy and Soil Science Volume 66, 2020 - Issue 10
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A modified physical-based water-retention model for continuous soil moisture estimation during infiltration: experiments on saline and non-saline soils

Jiaping LiangKey Laboratory for Agricultural Soil and Water Engineering in Arid Area of Ministry of Education, Northwest A&F University, Yangling, ChinaView further author information
,
Xuguang XingKey Laboratory for Agricultural Soil and Water Engineering in Arid Area of Ministry of Education, Northwest A&F University, Yangling, ChinaCorrespondence[email protected]
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Yan GaoKey Laboratory for Agricultural Soil and Water Engineering in Arid Area of Ministry of Education, Northwest A&F University, Yangling, ChinaView further author information
Pages 1344-1357 | Received 03 Mar 2019, Accepted 16 Sep 2019, Published online: 25 Sep 2019

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Junna Sun, Runya Yang, Mao Yang & Zhenhua Zhang. (2021) A simplified method for determination of Philip-Dunne infiltration parameters. Acta Agriculturae Scandinavica, Section B — Soil & Plant Science 71:2, pages 124-131.
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Articles from other publishers (4)

Juan Wang, Danyi Shi, Yan Li, Anquan Chen, Shaoyuan Feng & Chuncheng Liu. (2023) A Study on Infiltration Characteristics and One-Dimensional Algebraic Model Simulation in Reclaimed Soil with Biochar. Water 15:16, pages 2985.
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Yanqi Wang, Zhen Li, Lumeng Xie, Yueyan Pan, Ruiqing Wang, Zhenming Zhang & Mingxiang Zhang. (2023) Brackish water promote the ecological restoration of estuarine wetland. Ecological Engineering 187, pages 106843.
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Jihong Zhang, Quanjiu Wang, Weiyi Mu, Kai Wei, Yi Guo & Yan Sun. (2022) Experimental Investigation of the Different Polyacrylamide Dosages on Soil Water Movement under Brackish Water Infiltration. Polymers 14:12, pages 2495.
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Yanyin Lai, Ankit Garg, Kai Chang, Xuguang Xing, Junliang Fan, Jiaping Liang & Miao Yu. (2021) A novel method to inverse the water retention curves with consideration of volume change during centrifuge testing. Soil Science Society of America Journal 85:2, pages 207-216.
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