{"title":"尼罗河三角洲土壤中与毛细孔隙和可排水孔隙有关的水分动力学","authors":"A. Amer","doi":"10.31545/aagr/111981","DOIUrl":null,"url":null,"abstract":"A b s t r a c t. The dynamic of soil moisture may be studied through water flux, storage, moisture conductivity and movement into the soil pore spaces. The volume of pore space in the soil and also the size, shape, type, continuity and distribution of the pores are important characteristics related to the storage, conductivity and movement of water and gases. The movement of water by gravitational forces in the natural soils occurs principally through the non-capillary pores (i.e. rapidly drained pores), while other movements occur in capillaries which may be classified as coarse and fine capillary pores. The unsaturated condition of soil water is a common state in nature after rainfall or as a result of irrigation, therefore, the purpose of this study was to develop equations to describe and estimate the unsaturated hydraulic conductivity K(θ) in relation to soil pore-size classes that contained the available water in the soil root zone. The equations were based on a water-retention curve, saturated hydraulic conductivity and pore-size function measured from undisturbed cores. The equations were applied to three soil profiles from the Nile Delta and compared with measured K(θ) data from two field experiments, which were conducted in clay in an unsaturated condition and in sandy soil areas using the internal drainage in situ method. The pore size function f(r) represents the fraction of the total pore whichvolume, which was contributed by pores with radii from 0 to ∞ at the prevailing degree of saturation. Data showed the applicability of the suggested equations for calculating unsaturated hydraulic conductivity in the soil pores even for soils with a high proportion of clay. K e y w o r d s: modelling unsaturated hydraulic conductivity, drainable and capillary pores, alluvial clay and sandy soils","PeriodicalId":33791,"journal":{"name":"Acta Agrophysica","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-09-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Moisture dynamics as related to capillary and drainable pores in the Nile Delta soils\",\"authors\":\"A. Amer\",\"doi\":\"10.31545/aagr/111981\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A b s t r a c t. The dynamic of soil moisture may be studied through water flux, storage, moisture conductivity and movement into the soil pore spaces. The volume of pore space in the soil and also the size, shape, type, continuity and distribution of the pores are important characteristics related to the storage, conductivity and movement of water and gases. The movement of water by gravitational forces in the natural soils occurs principally through the non-capillary pores (i.e. rapidly drained pores), while other movements occur in capillaries which may be classified as coarse and fine capillary pores. The unsaturated condition of soil water is a common state in nature after rainfall or as a result of irrigation, therefore, the purpose of this study was to develop equations to describe and estimate the unsaturated hydraulic conductivity K(θ) in relation to soil pore-size classes that contained the available water in the soil root zone. The equations were based on a water-retention curve, saturated hydraulic conductivity and pore-size function measured from undisturbed cores. The equations were applied to three soil profiles from the Nile Delta and compared with measured K(θ) data from two field experiments, which were conducted in clay in an unsaturated condition and in sandy soil areas using the internal drainage in situ method. The pore size function f(r) represents the fraction of the total pore whichvolume, which was contributed by pores with radii from 0 to ∞ at the prevailing degree of saturation. Data showed the applicability of the suggested equations for calculating unsaturated hydraulic conductivity in the soil pores even for soils with a high proportion of clay. 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引用次数: 0
摘要
A b s t r A c t。土壤水分的动态可以通过水通量、储存、水分传导率和进入土壤孔隙的运动来研究。土壤中孔隙空间的体积以及孔隙的大小、形状、类型、连续性和分布是与水和气体的储存、传导和运动有关的重要特征。水在天然土壤中的重力运动主要通过非毛细管孔隙(即快速排水孔隙)发生,而其他运动则发生在毛细管中,可分为粗毛细管和细毛细管。土壤水分的非饱和状态是降雨后或灌溉后自然界中的一种常见状态,因此,本研究的目的是建立方程来描述和估计与土壤孔隙大小类别相关的非饱和导水率K(θ),其中土壤孔隙大小类包含土壤根区的有效水分。该方程基于未扰动岩心的保水曲线、饱和导水率和孔径函数。将该方程应用于尼罗河三角洲的三个土壤剖面,并与两个现场试验的K(θ)测量数据进行比较,这两个现场实验是在非饱和条件下的粘土和沙质土壤地区使用内部原位排水方法进行的。孔径函数f(r)表示总孔隙的体积分数,该体积由在主要饱和度下半径从0到∞的孔隙贡献。数据表明,即使对于粘土比例较高的土壤,所提出的计算土壤孔隙中非饱和导水率的方程也适用。K e y w o r d s:模拟非饱和导水性、可排水孔隙和毛细孔隙、冲积粘土和沙质土壤
Moisture dynamics as related to capillary and drainable pores in the Nile Delta soils
A b s t r a c t. The dynamic of soil moisture may be studied through water flux, storage, moisture conductivity and movement into the soil pore spaces. The volume of pore space in the soil and also the size, shape, type, continuity and distribution of the pores are important characteristics related to the storage, conductivity and movement of water and gases. The movement of water by gravitational forces in the natural soils occurs principally through the non-capillary pores (i.e. rapidly drained pores), while other movements occur in capillaries which may be classified as coarse and fine capillary pores. The unsaturated condition of soil water is a common state in nature after rainfall or as a result of irrigation, therefore, the purpose of this study was to develop equations to describe and estimate the unsaturated hydraulic conductivity K(θ) in relation to soil pore-size classes that contained the available water in the soil root zone. The equations were based on a water-retention curve, saturated hydraulic conductivity and pore-size function measured from undisturbed cores. The equations were applied to three soil profiles from the Nile Delta and compared with measured K(θ) data from two field experiments, which were conducted in clay in an unsaturated condition and in sandy soil areas using the internal drainage in situ method. The pore size function f(r) represents the fraction of the total pore whichvolume, which was contributed by pores with radii from 0 to ∞ at the prevailing degree of saturation. Data showed the applicability of the suggested equations for calculating unsaturated hydraulic conductivity in the soil pores even for soils with a high proportion of clay. K e y w o r d s: modelling unsaturated hydraulic conductivity, drainable and capillary pores, alluvial clay and sandy soils