滴灌条件下原状土与扰动土水分运动特性

为了分析土壤结构对土壤入渗规律的影响,通过研究云南红壤土滴灌条件下水分运动特征,采用室内外对比试验,试验共设计了3个滴头流量,分别为2.68,3.74,4.68L/h,土壤容重为1.2g/cm~3,分别进行了单、双点源滴灌入渗试验,着重分析了原状土与扰动土在一定的滴头流量下的湿润锋、湿润体变化特征,揭示区域土壤水分运移规律,进而为区域性作物灌水提供参考依据。结果表明:(1)原状土湿润锋运移速率比较快,原状土地表湿润比随交汇时间增加的速率快于扰动土,说明湿润锋的运移速率与土壤孔隙有关;(2)相同观测时间下,原状土湿润体变化比较快,原状土湿润体扁率α大于扰动土,原状土α=16.53%,扰动土α=45%;(3)原状土与扰动土含水率等值线变化有相同趋势,但不重合,疏密程度有差异;(4)原状土分形维数比扰动土的小,说明原状土孔隙分布差异大,扰动土的质地较均匀。研究结果揭示了该地区原状土与扰动土水分运动特征,为进一步的机理研究提供参考。     

Do surface active substances from water repellent soils aid wetting?

Soil water repellency is usually unstable, as exemplified by the common method of quantifying repellency degree – the water drop penetration time (WDPT) test. Dynamic penetration and infiltration of water into repellent soils is generally attributed to either reduction of the solid‐liquid interfacial energy (γ_SL) or reduction of the liquid‐vapour interfacial energy (γ_LV), or both. The reduction of γ_SL can result from conformation changes, hydration, or rearrangement of organic molecules coating soil particle surfaces as a result of contact with water, while the reduction of γ_LV can result from dissolution of soil‐borne surface active organic compounds into the water drop. The purpose of this study was to explicitly test the role of the second mechanism in dynamic wetting processes in unstably repellent soils, by examining the drop penetration time (DPT) of water extracts from repellent soils obtained after varying extraction times and at different soil : water ratios. It was indeed found that soil extracts had lower surface tensions (γ_LV approx. 51–54 mN m⁻¹) than distilled water. However, DPT of the soil extracts in water repellent soils was generally the same or greater than that of water. Salt solutions with the same electrical conductivity and monovalent/divalent cation ratio as the soil extracts, but lacking surface active organic substances, had the same DPT as did the extracts. In contrast, DPT of ethanol solutions prepared with the same γ_LV, electrical conductivity, and monovalent/divalent cation ratio as the soil extracts, was much faster. Ethanol solutions are usually used as an agent to reduce γ_LV and as such, to reduce DPT. It is concluded that the surface‐active, soil‐derived organic substances in aqueous soil extracts do not contribute to wetting dynamics, and as such, this mechanism for explaining kinetics of water penetration into water repellent soils is rejected. It is also concluded that the rapid penetration of ethanol solutions must be due not only to changes in γ_LV, but to also to changes in either or both γ_SL and the solid‐vapour interfacial energy (γ_SV). These results stand in sharp contrast to well‐accepted logical paradigms.     

降雨条件下分层土壤入渗特性

通过室内模拟降雨入渗试验,研究了粘土、壤土和沙土3种土壤不同分层组合方式对土壤入渗特性的影响。结果表明:垂直入渗条件下,分层土壤入渗特征由土壤分层组合方式决定;分层土壤累计入渗量与湿润锋距离呈线性相关关系;分层土壤入渗过程中,当粗沙覆盖细沙且降雨强度大于下层细沙土稳定入渗率时,湿润锋以上剖面可以达到或接近饱和,当细沙覆盖粗沙且降雨强度大于细沙土稳定入渗率时,湿润锋剖面中,除细沙土部分剖面达到饱和,其余粗沙土剖面无法达到饱和,且其饱和程度和下层粗沙土土壤持水能力有关。     

Contact angles at the water–air interface of hydrocarbon-contaminated soils and clay minerals

Contact angles at the water–air interface have been measured for triturated preparations of clays and soils in order to assess changes in their hydrophobic properties under the effect of oil hydrocarbons. Tasks have been to determine the dynamics of contact angle under soil wetting conditions and to reveal the effect of chemical removal of organic matter from soils on the hydrophilicity of preparations. The potentialities of static and dynamic drop tests for assessing the hydrophilic–hydrophobic properties of soils have been estimated. Clays (kaolinite, gumbrine, and argillite) have been investigated, as well as plow horizons of soils from the Republic of Tatarstan: heavy loamy leached chernozem, medium loamy dark gray forest soil, and light loamy soddy-calcareous soil. The soils have been contaminated with raw oil and kerosene at rates of 0.1–3 wt %. In the uncontaminated and contaminated chernozem, capillary water capacity has been maintained for 250 days. The contact angles have been found to depend on the degree of dispersion of powdered preparation, the main type of clay minerals in the soil, the presence and amount of oxidation-resistant soil organic matter, and the soil–water contact time. Characteristic parameters of mathematical models for drop behavior on triturated preparations have been calculated. Contamination with hydrocarbons has resulted in a reliable increase in the contact angles of soil preparations. The hydrophobization of soil surface in chernozem is more active than in soils poorer in organic matter. The complete restoration of the hydrophilic properties of soils after hydrocarbon contamination is due to the oxidation of easily oxidizable organic matter at the low content of humus, or to wetting during several months in the absence of the mazut fraction.     

Pore shape and organic compounds drive major changes in the hydrological characteristics of agricultural soils

A small increase in soil organic matter (SOM) content can change soil hydrological properties from a completely wettable to a partially water‐repellent state. Although considerable research describes hydrophobic compounds as a primary driver of this shift, the influence of pore shape has only been considered in a few studies and none of these has emphasized the role of different carbon compounds. Using a capillary bundle model of non‐cylindrical (wavy) capillaries, we described measured hydrological properties of five agricultural soils that have a small degree of water repellency and textures ranging from coarse sand to heavy clay. To isolate the influence of SOM, it was removed by combustion to provide an SOM‐free treatment. Water and methanol sorptivities quantified infiltration rates and soil‐water wetting angles in packed soil cores. Different cores were sectioned to measure wetting profiles and calculate diffusivity. The results from natural soils were supplemented by measurements carried out on model ‘soils’ consisting of quartz particles (50–200 µm) with four different hydrophobic states. Soil organic matter removal increased water sorptivity from about 60% for a coarse sandy soil (Haplic Arenosol) to about 290% for a heavy clay soil (Haplic Leptosol), corresponding to a decreased apparent wetting angle of 20–30°. Application of the wavy pore model suggests that the apparent wetting angle resulting from SOM removal can be several times smaller than its Young value. Generally, SOM removal increased water diffusivity values by one to two orders of magnitudes. The SOM components having the greatest impact on contact angle were hexanedioic acid and heneicosanoic acid (both hydrophilic) and docosane (hydrophobic).     

Influence of temperature and cycles of wetting and drying on modulus of rupture

Effects of temperature and cycles of wetting and drying on soil modulus of rupture were studied for 2 calcareous soils varying in their tendency to form crusts under field conditions. Modulus of rupture decreased with increase in temperature of wetting and drying. The modulus of rupture of a silty clay loam soil from Al-Raid decreased with the increase in the number of wetting and drying cycles, whereas that for soil from Al-Wahda increased during the first 4 cycles of wetting and drying and decreased during the subsequent cycles. The reduction in modulus of rupture under different treatments of wetting and drying was not associated with any improvement in the stability of soil aggregates. Modulus of rupture correlated strongly with the degree of shrinkage of soil briquets. Low shrinkage in soil briquets coincided with a low modulus of rupture.     

砂土和黏土的颗粒差异对土壤斥水性的影响

斥水性土壤广泛存在于自然界中,并且对土壤环境和作物生长等有重要影响。建立理想化的土壤颗粒模型对砂土和黏土的斥水特性进行计算分析。结果表明:当接触角很小时,砂土中不存在斥水现象。随着接触角的增大,砂土斥水性与含水率密切相关,砂土的密实度对其斥水性也有重要影响,当砂土比较密实时,土壤的"亲水"与"斥水"特性对含水率特别敏感,随着含水率的变化,砂土可能由亲水性较好的土壤转变为斥水性土壤;当砂土比较松散时,土壤颗粒的斥水性对含水率并不敏感。当黏土接触角略小于90°且湿润半径b也较小时,黏土也存在斥水现象。如果黏土颗粒的接触角较小或接触角小于90°且湿润半径b较大,黏土总是亲水的。黏土含水率较大时,斥水特性由土壤颗粒的接触角决定。     

水平微润灌湿润体HYDRUS-2D模拟及其影响因素分析

为探索土壤质地、初始含水率、压力水头和埋深对水平微润灌土壤湿润体特性的影响机理,利用试验数据验证了水平微润灌HYDRUS-2 D模拟结果的可靠性,模拟值与实测值非常吻合。在此基础上,模拟研究了3种土壤质地(砂壤土、壤土、粉壤土)以及壤土中不同初始含水率(0.085、0.106、0.130 cm~3/cm~3)、压力水头(0.6、1.2、1.8 m)和埋深(20、30、40 cm)条件下土壤湿润体动态变化规律。结果表明:土壤湿润锋运移距离皆符合垂直向下水平方向垂直向上的规律,湿润体在形状上差异不大,土壤含水率等值线均为近似"同心圆";土壤质地对湿润体特性有显著影响,土壤质地越黏重,湿润锋运移速率越慢,湿润体体积越小,土壤含水率等值线越密集,其"圆心"越靠近微润管,灌水结束时,壤土和砂壤土湿润体体积分别是粉壤土的1.3倍和2.5倍;在确定的土壤质地条件下,初始含水率和压力水头对湿润体特性有较大影响,湿润锋运移距离及湿润体体积均随土壤初始含水率、压力水头的增大而增大,初始含水率为0.106和0.130 cm~3/cm~3的湿润体体积分别是0.085 cm~3/cm~3的1.2倍和1.5倍,压力水头为1.2和1.8 m的湿润体体积分别是0.6 m的1.6倍和2.2倍;微润管埋深对湿润体分布位置有显著影响,埋深较浅时,湿润锋容易到达地表,埋深较深时,土壤湿润体随埋深下移而同步下移。     

斥水红黏土的增湿强度特性研究

在红黏土中加入十八胺使其由亲水变为斥水,分别对亲水和斥水土进行不同容重下增湿和不增湿直剪试验,通过试验对不增湿条件下红黏土由亲水变为斥水后的抗剪强度变化规律及增湿对亲水和斥水红黏土抗剪强度的影响展开研究.试验结果表明:不增湿条件下,亲水土壤变为斥水后其强度会降低,且随着正应力的增大斥水土壤抗剪强度降低越明显;增湿对亲水...     

大安古河道盐碱土类型与开发利用模式研究

针对大安古河道盐碱土具有盐碱化黑钙土、盐碱化草甸土、盐碱化沼泽土、盐土和碱土类型的特点,实施盐碱化黑钙土改土培肥、盐碱化沼泽土和轻度盐碱化草甸土种稻、盐碱化沼泽土和湖泡育苇-养鱼、盐碱化草甸土围栏封育恢复草原、盐土和碱土种植碱蓬及碱茅等多种开发利用模式,可遏制其盐碱化的发展,改善生态环境,实现经济、生态和社会效益的协调发展。     

点源滴灌滴头流量与湿润体关系研究

滴头流量影响土壤湿润体的大小和形状,从而对作物根系生长也有影响。工程设计中应根据滴头流量与土壤湿润体的关系确定滴头流量的设计依据。该文以等效圆柱湿润体模型为基础,建立了点源滴灌滴头流量的数学模型,针对模型中各因子随滴头流量的变化过程进行实验分析,确定影响点源滴灌滴头流量设计的主要因素。实验所用土壤为重壤土、中壤土、砂壤土,滴头流量分别为1、2、3、4 L/h。结果表明：滴头流量对湿润锋水平运移的影响比对垂直运移的影响大;地表积水区的变化对土壤湿润锋水平运移有控制作用。点源滴灌设计中,除了土壤入渗特性外,设计湿润比(或湿润直径)也是选择滴头流量的重要依据。     

膜孔单点源肥液入渗湿润体特性试验研究

该文通过室内试验，研究了单点源肥液入渗的湿润体特性。研究结果表明：湿润锋的纵剖面形状曲线符合椭圆方程；湿润锋运移距离随时间的变化符合幂函数方程；建立了湿润体纵剖面动态变化的数学模型和膜孔肥液入渗累积入渗量的经验模型以及湿润体平均含水率随时间变化的关系。在此基础上，研究了湿润体内土壤水分的分布特性。该研究为进一步进行膜孔灌溉技术研究奠定了基础。     

地下灌竖管灌水器湿润体时空变化规律

研究地下竖管灌水器的土壤湿润体特性时空变化规律及影响因素,对进一步研究竖管地下灌溉技术要素,并将这一节水灌溉技术用于实际具有重要意义。该文基于室内竖管灌水器入渗试验,研究了土壤物理特性参数(土壤初始含水率和土壤容重)、竖管灌水器工作压力水头和灌水器技术参数(竖管管径)对土壤湿润体空间分布的影响。根据试验数据,构建了在不同方向上竖管灌水器工作压力水头、土壤初始含水率、土壤容重、竖管灌水器直径和竖管灌水器埋深等因素与湿润体时空变化特征值的量化关系,其决定系数均在0.85以上。按标准化回归系数分析得湿润锋运移距离与压力水头、初始含水率、竖管直径及竖管埋深呈正相关,与土壤容重呈负相关。湿润锋在各个方向的运移距离由大到小依次为:向下、水平和向上。根据不同方向湿润锋运移距离和各影响因素的量化关系,建立了不同方向湿润锋运移速率和各影响因素的量化关系,这一关系表明:在入渗初期,各个方向的湿润锋运移速率较大,随着入渗时间的延续,其值逐渐减小,在200 min左右,开始逐步趋于稳定。     

A review on recent developments in soil water retention theory: interfacial tension and temperature effects

Study of soil physical processes such as water infiltration and redistribution, groundwater recharge, solute transport in the unsaturated zone, compaction and aeration in variably saturated soil hardly is possible without knowledge of the capillary pressure of the soil water as a function of the degree of saturation. Pore space topology, interfacial tension, and temperature probably are the most important physical factors affecting the capillary pressure at a given water content. Despite intensive research in the past decades on the water retention characteristics of soils, our knowledge of their response to varying ambient conditions is far from being complete. Current models of soil water retention as well as of hydraulic conductivity for unsaturated porous media often still use the simplified representation of the pore system as a bundle of cylindrical capillaries. Physical effects, like surface water film adsorption, capillary condensation and surface flow in liquid films, as well as volumetric changes of the pore space are often ignored. Consequently, physical properties of the solid phase surfaces, and their impact on water adsorption and flow, are often not considered. The objective of this contribution is to review various interfacial properties with possible application to the conventional water content — matric potential relation of soils. The ignoring of inter‐facial effects on the water retention of soils is widespread in the literature. The motivation of this paper is therefore to point out some of the more significant deficiencies of our current knowledge on the interaction of solid particle surfaces and the liquid phase in soil. We will first emphasize the impact of the wetting angle on the wetting of dry soil and to present the impact of interfacial tension of the liquid phase in the three‐phase system. At low water content, the transition from capillary‐bound water to adsorbed water and to wetting films is discussed separately, because of its impact on the rewetting process of dry soil. Finally, we discuss the impact of temperature on interfacial tension and water retention of soil as a second important interfacial process affecting directly the water retention of porous media.     

Contact angle of soils as affected by depth, texture, and land management

Water repellency can be a significant factor in soil physical behaviour, but little is known about the depth dependence of the contact angle of field soils. We investigated contact angles and wetting properties as a function of depth for a wide range of agricultural and forest soils in Germany. The agricultural soils ranged from silty to sandy texture (six profiles), and the forest soils ranged from sandy to loamy texture (eight profiles). Contact angles (CA) were measured with the Wilhelmy plate method (WPM). In most of the soils, advancing WPM contact angles were considerably greater than 0° and they varied irregularly with depth. In general, sandy soils had larger WPM contact angles than silty soils. From the relation of the contact angle with texture and pH the quality of soil organic matter (SOM) was considered as more important for the wetting properties than the total amount of soil organic carbon (SOC). Finally, it was found that for soils with intermediate sand contents either under agricultural or forest use, the kind of land use seemed not to influence CA. Coarse‐textured sandy soils that were used only as forest sites were more hydrophobic than silty soils which were exclusively used as agricultural soils. We conclude that a coarse texture favours, in combination with other factors (mainly pH), hydrophobic SOM.     

土壤初始含水率对膜孔灌湿润体特征的影响

为了研究膜孔灌中土壤初始含水率对湿润体特征及累积入渗量的影响,首先通过室内试验验证HYDRUS模拟西安粉壤土膜孔灌湿润体形状以及含水率分布的可靠性,然后基于HYDRUS模型模拟在不同初始含水率条件下膜孔灌湿润体的变化过程。结果表明:基于HYDRUS模型模拟的累积入渗量和湿润锋运移距离与室内试验结果的R~2均接近1,标准偏差绝对值均小于10%,拟合良好,表明HYDRUS模型模拟入渗过程的可靠性。膜孔灌湿润锋形状可采用椭圆方程表示。当初始含水率较小(不大于0.1 cm~3/cm~3)时,湿润体半径的含水率分布可采用椭圆方程表示;从膜孔中心到湿润锋表面,随着初始含水率的增大,湿润体内的含水率梯度减小,湿润体半径的含水率分布曲线由椭圆曲线逐渐转变为平缓曲线。基于湿润体含水率分布规律建立了考虑初始含水率的累积入渗量模型,累积入渗量与湿润体半径的三次方呈正比,湿润体半径可表示为湿润锋水平运移距离和垂向运移距离的几何平均值;对于不同的膜孔半径(1～5cm),模型计算累积入渗量与HYDRUS模拟值的R~2为0.99,标准偏差绝对值小于10%;对于粉土、粉壤土和壤土,当初始体积含水率不大于0.25 cm~3/cm~3算累积入渗量与HYDRUS模拟值的R~2为0.99,标准偏差绝对值小于10%,结果表明该模型对不同土壤质地和膜孔半径的适用性良好;该模型在计算作物灌水需求量方面优于Kostiacov模型等传统的经验模型。该研究揭示了不同初始含水率下的膜孔灌湿润体特征,并建立了累积入渗量模型,可为膜孔灌灌溉水量的计算提供参考依据。     

土壤初始含水率对坡面降雨入渗及土壤水分再分布的影响

在防止土壤侵蚀和雨后抑制蒸发的条件下，利用室内人工降雨试验，研究了土壤初始含水率对坡面降雨入渗、湿润锋运移及土壤水分再分布规律的影响。结果表明：初始含水率越高，产流越快，平均入渗率越小，达到稳定入渗率的时间也越短；当初始含水率均匀分布时，降雨入渗和再分布过程中湿润锋面平行坡面垂直向下整体运移，坡面降雨入渗过程可以简化为一维；当初始含水率非均匀分布时，初始含水率越高，再分布过程中湿润锋的运移速率越大，但在降雨入渗过程中，湿润锋的运移速率与土体的湿润程度和范围有一定的关系；坡面上方来水(径流)虽然对湿润锋运移速率影响不大，但对入渗有一定的促进作用；再分布过程中，土壤水分有沿坡向下运移的趋势。     

土石混合介质水分入渗特性试验研究

土壤中碎石的存在改变了土壤结构和土壤水分运动规律.为研究碎石含量和碎石粒径对土石混合介质水分入渗特性的影响.利用垂直一维积水入渗试验资料对其进行分析.结果表明:土石混合介质的累积入渗量和湿润锋推进速度均小于细土,碎石含量对累积入渗量和湿润锋的影响存在一个转折点.该转折点因粒级不同而不同;碎石含量对含水量剖面的影响表现为含水量随含石量增加而下降;碎石粒径只对混合介质本身的物理特性有影响,对水分入渗无明显影响.     

福建梅花山自然保护区土壤特性及其垂直分布规律

梅花山地处中亚热带地区,基带土壤为红壤,从下而上依次分布着红壤,黄红壤和黄壤.此外,在一些千米以上的山间谷地,尚有零星的山地草甸土和沼泽土分布.各类土壤的性质均表现有一定的地带性特征.随着土壤类型的垂直地带性变化,其性质也表现较明显的地理分异规律.     

土壤水稳性大团聚体测定方法综述

 湿筛法是测定土壤团聚体粒径分布和稳定性的经典方法。土样在湿润过程中,同时发生了崩解、差异膨胀和物理化学分散作用。已有的湿润方法按湿润速度可分为快速湿润和慢速湿润,按土样所处的气压条件可分为常压湿润和高真空湿润。常压快速湿润过程中,水分沿毛管快速渗入土体,土壤内部封闭的空气被压缩,产生微型爆炸,对团聚体破坏较大;慢速湿润和真空湿润能使团聚体稳定性显著增大。如果是为全面了解土壤团聚体稳定性及粒径分布的信息,可对土样采用常压快速湿润和常压慢速湿润（或真空湿润）2种预湿润。湿筛的作用在于区分不同粒级的土壤颗粒,应尽量减小对团聚体颗粒进一步的磨蚀作用,因此湿筛过程中振动速度不能太快。筛目可以根据实验目的选择。