An approximate solution to one-dimensional upward infiltration in soils for a rapid estimation of soil hydraulic properties

被引:4
|
作者
Wu, Sicong [1 ,2 ]
Ma, Donghao [1 ]
Liu, Zhipeng [3 ]
Zhang, Jiabao [1 ]
Chen, Lin [1 ]
Pan, Xicai [1 ]
Chen, Lianghong [1 ]
机构
[1] Chinese Acad Sci, Inst Soil Sci, State Key Lab Soil & Sustainable Agr, State Expt Stn Agro Ecosyst Fengqiu, Nanjing 210008, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Nanjing Agr Univ, Coll Resources & Environm Sci, Nanjing 210095, Peoples R China
基金
中国国家自然科学基金;
关键词
Soil hydraulic properties; Analytical solution; Infiltration; Brooks-Corey model; ANALYTIC SOLUTION; WATER; EQUATION; PARAMETERS; ABSORPTION; MODEL; SORPTIVITY; RICHARDS; DYNAMICS; FLOW;
D O I
10.1016/j.jhydrol.2022.128188
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Soil hydraulic properties quantify soil pore structure and are essential input parameters for simulating soil hydrological processes in the vadose zone. Although methods have been proposed to estimate soil hydraulic properties, efficient and applicable ones are still scarce. In this study, we derived an approximate solution for a one-dimensional upward infiltration process with initially uniform soil water content distribution. Founded on our solution, a nonlinearly constrained optimization method was developed to simultaneously estimate the parameters K-s and n, h(d) of the Brooks-Corey model by measuring the upward infiltration process in a 5-cm high soil column. Numerical experiments simulated with Hydrus-1D were performed on six theoretical soils to evaluate the accuracy of the new method. The results indicate that the approximate solution can accurately simulate the upward infiltration process at the low initial soil water content range, with a relative error (Re) of 2.85% to 5.47% for soil water content distribution in space and time. For the cumulative infiltration curve, the Re ranges from 0.2% to 1.01%. The estimated parameters K-s and n, h(d) of the Brooks-Corey model are close to the actual parameter values, with a Re of 0.59% to 4.68% for n, 0.00% to 7.91% for h(d), and 0.50% to 8.83% for K-s, respectively. It is concluded that the new method provides a simple and valuable tool for the accurate estimation of soil hydraulic properties.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] Determining soil hydraulic properties by inverse method in one-dimensional unsaturated flow
    Lehmann, F
    Ackerer, P
    JOURNAL OF ENVIRONMENTAL QUALITY, 1997, 26 (01) : 76 - 81
  • [22] Soil hydraulic properties in one-dimensional layered soil profile using layer-specific soil moisture assimilation scheme
    Shin, Yongchul
    Mohanty, Binayak P.
    Ines, Amor V. M.
    WATER RESOURCES RESEARCH, 2012, 48
  • [23] Simultaneous estimation of the soil hydraulic conductivity and the van Genuchten water retention parameters from an upward infiltration experiment
    Latorre, B.
    Moret-Fernandez, D.
    JOURNAL OF HYDROLOGY, 2019, 572 : 461 - 469
  • [24] Numerical Analysis of Infiltration in One-Dimensional Unsaturated Soil-Geotextile Column
    Castro, G. C.
    Siacara, A. T.
    Nardelli, A.
    Lenzi, L.
    Futai, M. M.
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2022, 40 (08) : 4121 - 4144
  • [25] Analytical solution to one-dimensional consolidation in unsaturated soils
    Ai-fang Qin
    Guang-jing Chen
    Yong-wei Tan
    De-an Sun
    Applied Mathematics and Mechanics, 2008, 29 : 1329 - 1340
  • [26] Analytical solution to one-dimensional consolidation in unsaturated soils
    秦爱芳
    陈光敬
    谈永卫
    孙德安
    AppliedMathematicsandMechanics(EnglishEdition), 2008, (10) : 1329 - 1340
  • [27] Analytical solution to one-dimensional consolidation in unsaturated soils
    Qin Ai-fang
    Chen Guang-jing
    Tan Yong-wei
    Sun De-an
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2008, 29 (10) : 1329 - 1340
  • [28] AN APPROXIMATE ANALYTICAL SOLUTION OF ONE-DIMENSIONAL GROUNDWATER RECHARGE BY SPREADING
    Patel, M. A.
    Desai, N. B.
    TWMS JOURNAL OF APPLIED AND ENGINEERING MATHEMATICS, 2019, 9 (04): : 838 - 850
  • [29] Green-Ampt One-Dimensional Infiltration from a Ponded Surface into a Heterogeneous Soil
    Kacimov, A. R.
    Al-Ismaily, S.
    Al-Maktoumi, A.
    JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2010, 136 (01) : 68 - 72
  • [30] Stability regions for an explicit numerical solution of the one-dimensional Richards equation applied to water soil infiltration
    Alejandro Pedrozo, H.
    Rosenberger, Mario R.
    Schvezov, Carlos E.
    TECNOLOGIA Y CIENCIAS DEL AGUA, 2022, 13 (02) : 449 - +