入渗水矿化度对土壤水盐运移影响的试验研究

合理开发利用咸水和微咸水资源已成为当今世界各国关注的热点问题.为了分析微咸水矿化度、水量及土壤初始条件等因素对土壤水盐运移的影响,采用土柱在室内进行了微咸水入渗试验.该文分析了入渗水矿化度对入渗过程的影响,分析了盐分的分布特征,建立入渗水矿化度和土壤总盐量之间的数学模型,总结了土壤剖面的盐分运移规律.分析结果表明入渗水矿化度的增加可增大土壤的入渗能力,入渗水的矿化度在1～5 g/L时,土壤积盐量随入渗水矿化度增加而增大;不同矿化度的水入渗后,土壤表层含水率基本相近,接近饱和含水率.     

微咸水入渗条件下碱土和盐土水盐运移特征分析

通过微咸水入渗实验结果和入渗模型分析实验资料方法研究了碱土、盐土在微咸水入渗条件下土壤水盐运移特性。结果表明:当矿化度在一定范围,相同入渗时间内两种土壤的累积入渗量、湿润锋随入渗水矿化度的增加而增加;不同SAR的微咸水入渗对盐土、碱土入渗能力影响不大,特别是盐土。碱土的水分和盐分运移与入渗水矿化度均呈正相关关系,盐土则不然。     

微咸水入渗条件下碱土和盐土水盐运移特征分析

通过微咸水入渗实验结果和入渗模型分析实验资料方法研究了碱土、盐土在微咸水入渗条件下土壤水盐运移特性。结果表明：当矿化度在一定范围,相同入渗时间内两种土壤的累积入渗量、湿润锋随入渗水矿化度的增加而增加;不同SAR的微咸水入渗对盐土、碱土入渗能力影响不大,特别是盐土。碱土的水分和盐分运移与入渗水矿化度均呈正相关关系,盐土则不然。     

去电子处理微咸水矿化度对土壤水盐运移特征的影响

为探究去电子处理微咸水对土壤水盐运移的影响,该文通过室内土柱试验,分析了不同矿化度微咸水(0.14、2、3、4、5 g/L)经去电子处理后土壤水分入渗及盐分分布规律。结果表明:不同矿化度去电子微咸水土壤入渗速率及湿润锋运移速率明显大于未处理微咸水,入渗时间为200 min时,累积入渗量和湿润锋运移深度在矿化度为4 g/L时增加幅度最大。相同矿化度去电子微咸水与未处理微咸水相比,Philip入渗公式吸渗率、Green-Ampt入渗公式饱和导水率及湿润锋处吸力均显著增加。去电子微咸水能够显著提高土壤的持水效率和上层土壤盐分的淋洗效果,矿化度为4 g/L时,相对淋盐率和Na+相对淋洗率最大。该研究表明去电子化处理能够改善土壤水盐运移特性,有利于微咸水安全利用。     

微咸水灌溉对斥水土壤水盐运移的影响

土壤斥水性影响着作物的产量,为了研究微咸水灌溉对斥水土壤水盐运移的影响,进行了室内土柱微咸水入渗试验。对比了不同矿化度和斥水程度对两种土质水盐运移的影响,探讨了微咸水入渗后土壤斥水性的变化特征。结果表明,不斥水土壤的入渗能力随矿化度的增加而增加。亲水和斥水土壤的入渗率均可采用Kostiakov公式简单模拟。斥水土壤入渗能力在矿化度为1?g/L时达到最大,超过1?g/L后则随矿化度的增大而减小。微咸水入渗的累积入渗量与湿润锋推进距离呈良好的线性关系,斥水性土壤中的相同剖面水盐的含量比不斥水的减小。微咸水入渗后土壤产生了一定的斥水性。该研究表明微咸水灌溉对盐渍化土壤的水盐分布和斥水性均有一定程度的影响。     

膜下滴灌条件下灌水水质和流量对土壤盐分分布影响的田间试验研究

膜下滴灌是一种既节水，又能抑制土壤盐分上移的灌水技术。该文着重研究在田间条件下，滴头流量、灌水量和灌水水质对微咸水点源入渗水盐运移的影响。研究结果表明，在充分供水条件下，水平湿润锋和积水锋面随时间的推进符合幂函数关系；滴头流量越小，沿土壤深度方向上的盐分含量越小；滴头流量越大，水平方向含盐量随距离增加的趋势越不明显；灌水量是微咸水灌溉条件下控制盐分累积的一个重要因素，灌水量不足，没有足够的入渗水量以确保盐分的淋洗；灌水矿化度的升高会显著增加土壤表层的含盐量。     

微咸水灌溉条件下含黏土夹层土壤的水盐运移规律

黏土夹层影响着土壤水盐运移及分布,为了研究在含黏土夹层的土壤中进行微咸水灌溉时土壤的水盐运移规律,进行了春小麦微咸水灌溉大田试验,并在此基础上运用数值模型对土壤盐分累积趋势进行了模拟预测。结果表明,黏土夹层对土壤水盐运移具有显著的阻碍作用,黏土夹层以上土壤平均含水量、含盐量呈随灌溉水矿化度增大而增加的趋势,黏土夹层以下各处理土壤水盐分布几乎不受微咸水灌溉的影响;大定额冬溉洗盐后,各处理0～70 cm土层最大积盐率仍高达65.7%,部分盐分滞留在黏土夹层以上;土壤盐分分布预测结果表明,微咸水连续灌溉5 a后,灌溉水矿化度为4和5 g/L的处理土壤盐渍化倾向明显,不宜在含黏土夹层地区长期使用矿化度>3 g/L的微咸水进行灌溉,否则将对土壤环境产生严重危害。     

微咸水滴灌条件下沙穴种植的土壤水盐二维空间分布规律

河套灌区重度盐碱土具有结构性差、导水率低的特点,且该地区淡水资源短缺,为提高土壤水入渗性能,合理开发利用微咸水资源,可在滴头下方设置沙穴并利用微咸水灌溉。为探明不同矿化度微咸水滴灌的沙穴种植条件下二维土壤水盐分布规律,采用室内50 cm×50 cm二维土槽模拟试验,设置蒸馏水(0 g/L),2.0,3.0,4.0 g/L 4种不同矿化度处理,试验历时100 h。结果表明:在深度5 cm距滴头两侧15~20 cm及滴头下方25 cm的盐碱土处,土壤含水量较高,沙土土壤含水率随着矿化度的增加而增加,盐碱土土壤含水率随着矿化度的增加呈现先增加后降低的趋势,采用3.0 g/L灌溉水滴灌时,盐碱土含水率最大(变异系数为7.64%),说明利用3.0 g/L微咸水灌溉可有效提高沙穴种植条件下土壤含水率;入渗100 h后盐分主要聚集在滴头下方25~30 cm处,沙穴结构试验中,灌溉水矿化度为4.0 g/L的情况下土壤平均电导率最大(变异系数为50.59%),水平方向盐分淋洗效果优于垂直方向,且灌溉水矿化度越低,淋洗效果越显著,蒸馏水处理脱盐率为13.99%,灌溉水矿化度为2.0,3.0,4.0 g/L时积盐率分别为7.93%,14.57%,30.05%,脱盐半径随矿化度的增大而减小,3.0 g/L与2.0 g/L积盐量差异不显著(P=0.460>0.05),与4.0 g/L处理下积盐量差异显著(P=0.024<0.05)。结合土壤水盐空间分布规律,利用3.0 g/L微咸水可提高盐碱土土壤含水率,控制沙穴种植结构土壤积盐量,提高根系层土壤保水性。     

苏北滩涂水稻微咸水灌溉模式及土壤盐分动态变化

为研究微咸水灌溉对水稻水分利用效率和土壤盐分动态的影响,利用田间试验资料对SWAP(Soil-Water-Atmosphere-Plant)模型进行了率定和验证。用验证认可的模型模拟并分析了水稻生育期水盐运移规律和水稻水分利用效率,并预测了长期微咸水灌溉对土壤盐分的影响。结果表明:1.5 mg/cm3矿化度微咸水足量灌溉可以获得较高的产量和水分利用效率;各微咸水处理在60~90 cm土层均出现不同程度的盐分累积现象,具体累积深度和土壤盐分浓度与灌水量和灌水矿化度有关;采用1.5 mg/cm3矿化度微咸水进行微咸水长期灌溉研究,10 a的模拟结果显示此灌溉制度不会引起0~100 cm土层土壤次生盐渍化。该研究为滨海地区微咸水合理利用提供了理论依据。     

滨海盐渍土和棕壤咸水入渗特征分析

基于室内均匀土柱一维垂直积水人渗试验,分析了入渗水矿化度对滨海盐渍土和棕壤人渗历时、入渗速率、累积入渗量、平均含水率增量的影响.结果表明,相对淡水入渗,咸水入渗显著增加土壤入渗能力,盐渍土和棕壤入渗能力分别在矿化度为12 g/L和3 g/L时最强,到达25 cm湿润锋处入渗历时分别比淡水少32.5％和38.2％.同一矿化度条件下,通常盐渍土入渗能力较棕壤强;不同矿化度条件下,盐渍土入渗能力差异较小.Philip模型对短历时咸水入渗拟合精度较高,偏差在±0.19％范围内.不同矿化度水入渗,盐渍土湿润剖面平均含水率增量为38.22％～38.85％,棕壤为36.64％～37.82％.     

Preparation and characterization of water/oil and water/oil/water emulsions containing biopolymer-gelled water droplets

The purpose of this study was to create water-in-oil (W/O) and water-in-oil-in-water (W/O/W) emulsions containing gelled internal water droplets. Twenty weight percent W/O emulsions stabilized by a nonionic surfactant (6.4 wt % polyglycerol polyricinoleate, PGPR) were prepared that contained either 0 or 15 wt % whey protein isolate (WPI) in the aqueous phase, with the WPI-containing emulsions being either unheated or heated (80 degrees C for 20 min) to gel the protein. Optical microscopy and sedimentation tests did not indicate any significant changes in droplet characteristics of the W/O emulsions depending on WPI content (0 or 15%), shearing (0-7 min at constant shear), thermal processing (30-90 degrees C for 30 min), or storage at room temperature (up to 3 weeks). W/O/W emulsions were produced by homogenizing the W/O emulsions with an aqueous Tween 20 solution using either a membrane homogenizer (MH) or a high-pressure valve homogenizer (HPVH). For the MH the mean oil droplet size decreased with increasing number of passes, whereas for the HPVH it decreased with increasing number of passes and increasing homogenization pressure. The HPVH produced smaller droplets than the MH, but the MH produced a narrower particle size distribution. All W/O/W emulsions had a high retention of water droplets (>95%) within the larger oil droplets after homogenization. This study shows that W/O/W emulsions containing oil droplets with gelled water droplets inside can be produced by using MH or HPVH.     

不同水分条件下保水剂对土壤持水与供水能力的影响

为探明水分条件对保水剂作用效果的影响,采用盆栽实验,测定冬小麦生长结束后不同水分条件下保水剂不同用量（T1：0、T2：27 mg/kg、T3：54 mg/kg、T4：81 mg/kg）处理的土壤持水、供水及导水性能等。结果表明：保水剂的施用均提高了土壤持水、供水、导水能力及土壤有效水含量。轻度胁迫条件下,以T3处理的持水能力、有效水含量及导水能力最强,而供水能力以T4处理为佳;充分供水条件下,随保水剂用量的增加,土壤持水能力、供水能力、有效水含量及导水能力均提高,但T3和T4处理间差异不显著。与轻度胁迫相比,充分供水条件下各处理的持水能力、供水能力及导水能力均较高,而有效水含量以轻度胁迫条件下的T3处理较高,较对照增加18.6%。从经济的角度考虑,2水分条件下以T3处理（54 mg/kg）效果为佳。     

水源涵养基本功能区水力侵蚀现状分析简

针对全国水土保持区划中确定的22个具有水源涵养功能的基本功能区,利用第1次全国水利普查获取的水力侵蚀数据,分析这些区域的水力侵蚀现状.结果表明：1）水源涵养基本功能区水力侵蚀以轻中度侵蚀为主,超过80％,强烈、极强烈、剧烈面积分布较少,与全国基本状况相似;2）与第2次全国土壤侵蚀遥感调查成果相比,水源涵养基本功能区水力侵蚀整体上有所好转,水力侵蚀总面积减少3.75％,轻中度侵蚀面积大幅减少,减幅超过20％;3）水源涵养基本功能区局部地区水力侵蚀形势严峻,极强烈和剧烈侵蚀面积虽然不大,但是与第2次遥感调查成果相比,面积均有所增加,相对增幅较大,说明局部地区存在水力侵蚀恶化的现象.     

水土保持的水环境效应研究

 非点源污染已成为我国很多湖库型水源地的主要污染源,给人们的生活和健康以及经济社会的可持续发展造成严重危害。水土保持措施是防治非点源污染,保护水源水质,保障饮水安全的重要手段。笔者界定了水土保持水环境效应的概念;将非点源污染的类型划分为农业型、水土流失型、农村生活型、城市径流型和降水降尘型;首次系统地揭示水土保持的水环境效应机制;定量分析小流域综合治理与区域综合治理水土保持的水环境效应。     

Soil water chemistry dependence on water pathways and turnover

Water flow and transit in the soil are important to water supply and transport of chemical compounds. Flows through forested till soils are by vertical percolation in the upslope areas, groundwater flows along the slope to discharge in downslope sites. The flow is divided into slow and fast parts both in the unsaturated percolation and the saturated groundwater. Soil development influences the flow and in coarse grained and well drained soils groundwater flow is stable but in finer grained physically stratified soils, variations in flow are considerable. Large flows occur in the upper soil layers and small flows in deep layers. Chemical composition of soil water varies in a similar way. In the upper layers, water is more acid and has a lower content of base cations compared to deeper layers. In downslope areas discharging deep groundwater contributes to less acidic conditions also in the upper soil layers. This discharge and a dominating lateral water flow in the upper layers partly protect deep layers from acidification which is emphasised by slow water turnover in these layers.     

加强水土保持 治理洪涝灾害

以大量数据分析比较了1998年和1954年长江流域发生的2次特大洪水特征,指出造成1998年长江 洪水超历史最高水位,即长江洪峰水位提高的根本原因是长江流域森林遭受破坏,中上游地区生态环境恶化的结果,进而指出要从根本上治理洪水,单靠水利工程不能完全奏效;要把工程治水与治理中上游地区水土流失结合起来,标本兼治,林水结合,才能真正治理洪水灾害,实现可持续发展。     

再生水灌溉对土壤斥水性的影响

深入探求再生水灌溉条件下不同土壤中水分和溶质的分布及斥水性变化规律,能为再生水灌溉条件下土壤斥水性产生原因及其影响因素的研究提供一定的参考。选用砂土、砂姜黑土、塿土和盐碱土进行土柱再生水灌溉试验,取样测定不同灌水量条件下剖面土壤的潜在斥水性、含水率、Cl-、有机质(organicmatter,OM)含量及电导率(electrical conductivity,EC)等。结果表明:再生水灌溉后,塿土及盐碱土分别出现0～2,1～3级斥水性,砂土及砂姜黑土为0级斥水性,4种土表层表现出较强的斥水性。土壤斥水性随再生水灌水量和灌溉时间的增加而显著增强,并且灌水量越大,斥水性差异性越显著。4种土有机质含量OM与土壤斥水持续时间变化值TR呈正相关关系,Cl-含量、EC值与土壤斥水持续时间变化值TR呈负相关关系。相比较其他3种土而言,砂土更适合再生水灌溉。     

土壤斥水性影响土壤水分运动研究进展

土壤斥水性广泛存在于各类土壤,是影响植物生长、土壤水分运动以及土壤侵蚀等水土过程的重要因素。该文阐述了土壤斥水性的基本概念,介绍了几种常用的斥水性强度测定方法及适用范围。在此基础上,论文对土壤斥水性如何影响土壤水力性质以及水分运动特征等研究现状作了全面评述,重点讨论了近年来该领域的研究热点,如土壤斥水性影响下的指流观测和理论模拟以及斥水性土壤蒸发过程等。最后,提出了相关研究中亟待解决的若干关键科学问题,主要包括确定土壤斥水性影响指流现象和蒸发过程的物理机制的揭示;考虑土壤斥水性参数的土壤水分运动数学模型的构建;以及对新模型的求解及对数值解的理论分析。由于土壤斥水性对土壤水分运动有重要的关联效应,相关问题的深入研究对进一步认识土壤水分运动的内在物理机制具有重要理论意义,也将为掌握和有效利用土壤斥水性提供实践指导。     

Integral energy of conventional available water, least limiting water range and integral water capacity for better characterization of water availability and soil physical quality

Different approaches have been proposed for quantification of soil water availability for plants but mostly they do not fully describe how water is released from the soil to be absorbed by the plant roots. A new concept of integral energy (E_I) was suggested by Minasny and McBratney (Minasny, B., McBratney, A.B. 2003. Integral energy as a measure of soil-water availability. Plant and Soil 249, 253-262) to quantify the energy required for plants to take up a unit mass of soil water over a defined water content range. This study was conducted to explore the E_I concept in association with other new approaches for soil water availability including the least limiting water range (LLWR) and the integral water capacity (IWC) besides conventional plant available water (PAW). We also examined the relationship between E_I and Dexter's index of soil physical quality (S-value). Twelve agricultural soils were selected from different regions in Hamadan province, western Iran. Soil water retention and penetration resistance, Q, were measured on undisturbed samples taken from the 5-10 cm layer. The PAW, LLWR and IWC were calculated with two matric suctions (h) of 100 and 330 hPa for field capacity (FC), and then the E_I values were calculated for PAW, LLWR and IWC. There were significant differences (P < 0.01) between the E_I values calculated for PAW₁₀₀, PAW₃₃₀, LLWR₁₀₀, LLWR₃₃₀ and IWC. The highest (319.0 J kg⁻¹) and the lowest (160.7 J kg⁻¹) means of E_I were found for the E_I(IWC) and E_I(PAW330), respectively. The E_I values calculated for PAW₁₀₀, LLWR₁₀₀ and LLWR₃₃₀ were 225.6, 177.9 and 254.1 J kg⁻¹, respectively. The mean value of E_I(PAW330) was almost twice as large as the mean of E_I(IWC) showing that IWC is mostly located at lower h values when compared with PAW₃₃₀. Significant relationships were obtained between E_I(IWC) and h at Q = 1.5 MPa, and E_I(LLWR100) or E_I(LLWR330) and h at Q = 2 MPa indicating strong dependency of E_I on soil strength in the dry range. We did not find significant relationships between E_I(PAW100) or E_I(PAW330) and bulk density (ρ_b) or relative ρ_b (ρ_b-rel). However, E_I(LLWR100) or E_I(LLWR330) was negatively and significantly affected by ρ_b and ρ_b-rel. Both E_I(PAW100) and E_I(PAW330) increased with increasing clay content showing that a plant must use more energy to absorb a unit mass of PAW from a clay soil than from a sandy soil. High negative correlations were found between E_I(PAW100) or E_I(PAW330) and the shape parameter (n) of the van Genuchten function showing that soils with steep water retention curves (coarse-textured or well-structured) will have lower E_I(PAW). Negative and significant relations between E_I(PAW100) or E_I(PAW330) and S were obtained showing the possibility of using S to predict the energy that must be used by plants to take up a unit mass of water in the PAW range. Our findings show that E_I can be used as an index of soil physical quality in addition to the PAW, LLWR, IWC and S approaches.     

水分胁迫对金露梅叶片水势、光合特性和水分利用效率的影响

为解决青海高寒区绿化植物的栽培驯化问题,并为金露梅栽植的科学管理及高寒区水资源有效利用提供理论基础,以2年生金露梅幼苗为研究对象,通过盆栽方法人为控制土壤水分条件,测定不同土壤水分条件下金露梅苗木的光合生理特征,研究金露梅光合生理特性及其与土壤水分的相互关系.结果显示:1)金露梅凋萎系数为4.02％左右;2)土壤水分对金露梅叶水势及光合作用的影响具有阈值现象,净光合速率最大时土壤含水量为20.83％,水合补偿点为4.38％,水分利用效率最大时土壤含水量为13.82％;3)在砂壤土条件下,金露梅生长最适宜的土壤水分环境为8.33％ ～12.71％,此范围内既可以维持植物基本的生长所需,又可以最大程度提高水分利用效率;4)青海地区在金露梅盛花期(7月),在无降雨的情况下,每2～3周补充一次水分能维持金露梅较好生长.2～3周的持续干旱所造成的伤害在灌水后可逐渐恢复,但连续1个月无任何供水会使金露梅死亡.