基于块克里金的土壤水分点观测向像元尺度的尺度上推研究

土壤水分是陆面水文过程的一个重要分量,土壤水分的地面点观测与卫星观测的尺度是不匹配的,用点观测数据进行遥感反演结果的验证或者融合这两种观测都需要开展点观测数据向卫星像元尺度的尺度上推研究.土壤水分时空异质性的分析和描述是进行尺度上推的基础,地统计方法是描述连续随机变量空间结构的经典方法.应用块克里金法分别将黑河寒区遥感试验阿柔试验区2008年4月1日与L波段微波辐射计同步的地面液态含水量和含冰量点观测数据经过尺度转换,得到与遥感像元相匹配的像元平均估计值和标准差,可用于该天L波段微波辐射计土壤液态含水量和含冰量反演结果的真实性检验,估计结果充分利用了像元临近位置的观测,得到了比直接的采样平均更合理的块估计结果,对块克里金估计值与采样平均值进行比较,发现两种结果趋势是一致的,块克里金法提供了更为合理的块估计结果,土壤水分空间结构的时间变异、小尺度的土壤特性的变化和测量误差都会对估计结果带来一定的不确定性.     

高液限土路堤填筑的双指标控制方法研究

对于高液限土（包括改良的高液限土）填筑的路堤只用单一的压实度指标控制常常易导致质量隐患。通过试验研究提出一个采用空气率Va和压实度Dc双指标控制高液限土路堤填筑质量的方法,并给出了具体的控制标准。当压实度控制指标Dc≥93%时,高液限黏土和粉土空气率控制标准为4%≤Va≤8%,含砂高液限黏土和粉土空气率控制标准为6%≤Va≤13%。通过系统的试验研究,验证了双指标质量控制的可行性和有效性。研究结果表明,采用空气率和压实度双指标控制,不仅可以保证高液限土填筑路堤的强度和刚度,而且具有较好的水稳定性,为进一步充分利用高液限土作为路堤填料提供了技术支持。     

干旱区膜下滴灌棉田表层土壤盐分日内动态特征

利用便携式土壤盐分计测量膜下滴灌棉田不同位置和不同深度的土壤电导率,来研究膜下滴灌条件下表层土壤电导率的日内变化特征.结果显示:干旱区一膜两管膜下滴灌条件下,窄行处土壤电导率值最低,膜间最大,宽行居中,表层土壤电导率值存在显著的日内变化特征,早晚土壤电导率值低,中午电导率值高,上午的上升速率大于下午的下降速率;窄行处相对变化幅度大,膜间绝对变化幅度大,土壤电导率值日内变化幅度随深度呈减小趋势;膜下滴灌情况下,表层土壤电导率值的变化受土壤温度和气温的影响显著,但二者相关性复杂,不同深度、不同时间段的相关性不同,膜间大多呈显著正相关,窄行大多呈非显著正相关,宽行处上午呈非显著正相关,但下午呈显著负相关.     

Segmentation of soil roughness profiles

A robust and flexible algorithm to study spatial series like soil roughness profile has been introduced. It avoids using classic spectral analysis, considers the profile first and foremost as non-stationary and makes it possible to identify the separate domains inside the profile where chosen statistical parameters and roughness indexes have their own value. The method analyses a roughness profile considering it as an assemblage of several entities that may differ in terms of statistical properties and length, without establishing constraints as to number and extension. The method derives the variability of statistical and roughness properties along the profile and extracts the possible components - random and oriented - detectable inside the sample. Some examples of application illustrate the possibility offered by the method to study real roughness profiles recorded in the field by a portable laser microprofilometer. The procedure proposed allows the investigation of local roughness properties with varying degrees of accuracy and should be useful to monitor the differential evolution of roughness on patterned soil surface, increasing the overall information content. A general definition of ‘ordered roughness’ is introduced. The definition proposed seems more suited to current techniques for the numerical treatment of digital profiles and for the existing physical relationships between the scale of observation of roughness and the scale of the process investigated (hydraulic resistance, water storage in depressions). Copyright © 1999 John Wiley & Sons, Ltd.     

Soil degradation: a global problem endangering sustainable development

1 Introduction Soil is not only the major natural resource on which human being depends for the production of food, feed, fiber, renewable energy and raw materials, but also plays a key role in maintaining the complex terrestrial ecosystems and climate systems of this planet. Recent rapid increase in the human population is placing a great strain on the worlds soil resources. Only about 11% of the global land surface covered by the soils are being used to raise crops and livestock, in other …     

一种改进的土壤水分微波遥感反演模型

利用微波遥感数据反演地表土壤水分有着较好的物理基础,可实现大范围土壤水分状况的遥感监测。本文基于被动微波传感器AMSR-E的X波段数据,将土壤水分值分解成基准值和日变化量两个部分,并分别建立反演模型,同时引入降雨修正因子来进一步提高土壤水分的估算精度;利用IDL语言实现了我们所研发的模型,并集成为新疆土壤水分遥感反演系统模块之一;利用Watch Dog2400与传统铝盒采样获取的新疆地面土壤水分数据,提取适合的模型经验参数,并对模型结果进行精度评价。结果表明,经改进的模型反演得到的新疆土壤水分结果比美国冰雪数据中心的土壤水分产品在精度上有显著提高:均方根误差由8.4%降低为4.25%;所研发的软件模块可为相关应用部门提供快速的大范围土壤水分监测产品。     

北京市砂石坑对环境的影响

本文主要从砂石坑对北京地区大气质量、地下水和土地三方面,阐述了砂石坑对环境的影响,并提出了治理建议。     

Vertical dynamic response of a rigid foundation embedded in a poroelastic soil layer

A simplified analytical method is presented for the vertical dynamic analysis of a rigid, massive, cylindrical foundation embedded in a poroelastic soil layer. The foundation is subjected to a time‐harmonic vertical loading and is perfectly bonded to the surrounding soil in the vertical direction. The soil underlying the foundation base is represented by a single‐layered poroelastic soil based on rigid bedrock while the soil at the side of the foundation is modeled as an independent poroelastic layer composed of a series of infinitesimally thin layers. The behavior of the soil is governed by Biot's poroelastodynamic theory and its governing equations are solved by the use of Hankel integral transform. The contact surface between the foundation base and the soil is smooth and fully permeable. The dynamic interaction problem is solved following standard numerical procedures. The accuracy of the present solution is verified by comparisons with the well‐known solutions obtained from other approaches for both the elastodynamic interaction problem and poroelastodynamic interaction problem. Numerical results for the vertical dynamic impedance and response factor of the foundation are presented to demonstrate the influence of nondimensional frequency of excitation, soil layer thickness, poroelastic material parameters, depth ratio and mass ratio on the dynamic response of a rigid foundation embedded in a poroelastic soil layer. Copyright © 2008 John Wiley & Sons, Ltd.     

关于编制地县级土壤比阻图的初步研究：以浙江省金华县为例

提出了编制地县级土壤比阻图的原则、方法以及等级系统等,并以浙江省金华县为例,探讨了该地区土壤比阻分布规律和影响土壤比阻大小的因素及其在农业机械化中的经济意义。     

昆明机场红土地层地下结构抗震模拟研究

昆明机场残积红土既是区域内重要的土地资源,更是各类工程建设的建筑地基,由于机场及临近区域内小江地震活动断裂带和普渡河断裂带地震活动频繁,使研究区处于较不稳定状态。本文采用MIDAS GTS有限元数值分析软件,利用动三轴试验所得出的结果,分别对昆明长水国际机场玄武岩残积红土、砂页岩残积红土地层下典型的地下结构进行了抗震模拟研究。所获得的研究成果,对红土分布区城市及村镇房屋建筑地基和地下空间结构抗震安全稳定性评价具有一定的指导意义和实用价值。