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1.
不同微尺度膜下滴灌棉田土壤水盐空间变异特性   总被引:6,自引:0,他引:6       下载免费PDF全文
为揭示微尺度膜下滴灌农田土壤水盐的空间变异特性,通过大田试验,采用经典统计和地质统计方法,研究了3种微尺度(0.25 m、1 m和4 m)和不同土层深度棉田土壤水盐的空间变异性,并确定其合理取样数。结果发现,3种微尺度下,土壤含水量的变异强度为中等偏弱,其变异性随尺度增大而增强,随深度增加呈先增强后减弱趋势。土壤含盐量的变异强度为中等偏强,其变异性随尺度增大而增强,随深度增大呈先减弱后增强趋势;3种尺度和不同深度条件下,土壤含水量和含盐量的半方差函数大部分可采用高斯模型模拟,且精度较高;样品的合理取样数为367个。研究结果可为制定膜下滴灌土壤水盐的监测方案和调控措施提供理论指导。  相似文献   

2.
测斜仪在边坡深部位移监测中应用比较广泛,但其监测结果存在一定误差。已有测斜仪监测误差研究多是针对系统误差进行,缺少针对测斜仪监测数据计算原理引起的误差进行的研究。基于测斜仪监测数据计算方法原理与数值分析中常微分方程Euler解法的一致性,讨论了造成测斜仪监测误差的原因。分析结果表明:测斜仪监测误差与测斜仪监测初始值、测量分段长度和位移变形曲线形状有关;测斜仪监测初始值变化将给监测带来误差;测斜仪测量段长与监测误差呈线性关系,误差随测量段长减小而变小;当位移变形曲线为直线时,误差为0;当位移变形曲线为单-凸曲线或凹曲线时,监测误差随曲线变形程度和孔口变形位移增大而变大;测斜仪位移变形监测误差为累积误差,孔口误差大于孔底误差。在使用测斜仪监测时,为了减少监测误差,建议将每次监测初始值设为固定值,并尽可能减少测量段长。  相似文献   

3.
尾矿坝坝料是一种特殊性土,其动力特性直接影响着尾矿坝的安全与稳定。基于GDS试验系统,对某尾矿坝坝料动力特性进行动三轴试验研究。分析坝料动弹性模量、动阻尼、动强度随动应变及围压的变化规律;讨论不同应变标准下,动强度及动强度指标的变化规律。结果表明:动弹性模量随动应变的增大而减小,随围压的增大而增大。阻尼比随弹性应变的增大而增大,随围压的增大而略微减小。不同应变标准下,动强度随应变标准的增大而增大,同一应变标准下,动强度随围压的增大而线性增大;坝料的动强度指标较低,随应变标准的增大而增大,其粘聚力的变化幅值大于摩擦角变化幅值,与其静强度相比,其粘聚力与内摩擦角均有所减小。  相似文献   

4.
马福荣  张信贵 《岩土力学》2005,26(Z2):123-125
根据南宁几大工程的泥岩物理试验参数,分析了南宁盆地第三系泥岩物理指标与强度的关系,得出物理指标与强度之间具有近似的单一关系,抗剪强度随含水量、孔隙比的减小而增大,而随干重度趋势的增大而增大。  相似文献   

5.
为研究径流式低坝影响下的水流流动与泥沙淤积特性,开展水槽试验,基于图像测量技术,获取并解析坝附近区域流场信息及典型淤积形态。结果表明:坝前附近流段纵向流速在垂线上出现衰减区,减幅随水流强度增大而减小;坝顶断面纵向和垂向流速沿垂线的分布均呈现显著的分区特性,分区界限几乎不受水流强度的影响;随坝顶水深增加,坝下游漩涡涡心向下游及河底移动,面积和强度皆增大;坝上游淤积形态特性对水流强度的变化非常敏感,在较低强度来流下,呈接近坝体的稳定曲面斜坡,而在高强度来流下,不形成稳定淤积体;坝下游形成动态稳定的淤积斜坡,纵剖表面线呈抛物线规律,随来流强度变异程度小。  相似文献   

6.
利用2006年南极威德尔海冬季科学考察期间由机载激光高度计测得的海冰上表面形态数据,以拖曳分割理论为基础研究了冰脊形拖曳力及其对冰-气总拖曳力的贡献以及中性条件下对应10 m高度处风速的冰-气拖曳系数Cdn(10)。结果显示,在密集冰区,冰脊形拖曳力及其对总拖曳力的贡献随冰脊强度(脊高/脊距)的增大呈递增趋势,而随粗糙长度的增大而减小,对应于威德尔海冬季典型冰脊强度和粗糙长度,占总拖曳力的35%,说明了冰脊形拖曳力在冰-气界面动量交换中的重要作用。Cdn(10)随冰脊强度的增大而增大,但冰脊强度较小时,Cdn(10)随粗糙长度增大而增大;而对较大的冰脊强度,Cdn(10)则随粗糙长度增大而减小。  相似文献   

7.
基于结构性黄土不同含水率方形试样的三轴剪切试验,研究了非饱和黄土的残余强度效应和构度与强度参数的关系,引入两种效应修正了平面应变统一强度公式,分析了地震荷载作用下墙后土应力摩尔圆的变化规律,采用水平层分析法,建立了综合考虑中主应力、土结构性、残余强度的黄土填料被动动土压力公式。研究表明:平面应变统一强度公式计算得到的峰值或残余黏聚力和摩擦角随统一强度参数b值增大而增大,结构性对黏聚力的增幅较大,而对摩擦角影响则不明显;结构性黄土的地震被动土压力系数随b值、构度指标的增大而增大,而随水平地震系数的增大而减小;结构性较大时残余强度计算的地震被动土压力系数较峰值强度大,结构性较小时,两者计算结果接近。  相似文献   

8.
刘飞禹  张诗珣  熊勃 《岩土力学》2023,(S1):419-426
为探究土体与结构之间相互作用的机制,通过设计3种颗粒中值粒径d50(1.21、4.56、8.91 mm)、3种结构表面粗糙度系数JRC(0.4、9.5、16.7)和3种剪切速率(1、5、10 mm/min)下的室内直剪试验,对剪切过程的应力变化、体变量进行监测,研究不同剪切速率下粗糙度对不同粒径砂-混凝土界面剪切特性影响。结果表明,d50=1.21 mm时,砂与混凝土界面抗剪强度随JRC的增大而先增大后减小;d50=8.91 mm时,界面抗剪强度随JRC的增大而增大。随着JRC增大,混凝土与砂土界面内摩擦角不断增大;随着颗粒粒径增大,混凝土与砂土界面内摩擦角先减小后增大。在不同剪切速率下,试样最终剪胀量均随颗粒粒径的增大而增大。剪切速率为5 min/mm时,砂-混凝土界面剪切试验最终剪胀量最小。存在某一临界粒径,当砂的颗粒粒径大于此临界粒径时,砂-混凝土界面剪切强度随JRC的增大而不断增大。  相似文献   

9.
基于结构性黄土不同含水量方形试样的三轴剪切试验,研究了非饱和黄土的残余强度效应和构度与强度参数的关系,引入两种效应修正了平面应变统一强度公式,分析了地震荷载作用下墙后土应力莫尔圆的变化规律,采用水平层分析法,建立了综合考虑中主应力、土结构性、残余强度的黄土填料被动动土压力公式。研究表明:平面应变统一强度公式计算得到的峰值或残余粘聚力和摩擦角随统一强度参数b值增大而增大,结构性对粘聚力的增幅较大,而对摩擦角影响则不明显;结构性黄土的地震被动土压力系数随b值、构度指标的增大而增大,而随水平地震系数的增大而减小;结构性较大时残余强度计算的地震被动土压力系数较峰值强度大,结构性较小时,两者计算结果接近。  相似文献   

10.
简燕  李文尧  武中华 《物探与化探》2011,35(3):368-370,387
地球磁场强度存在沿纬度方向和高度方向上的变化,在开展高精度磁测工作时,必须进行高度改正和正常场改正。目前普遍使用的改正方法是根据高斯球谐表达式的13级近似式、十级近似式以及一级近似式进行改正的。经计算发现,与高斯球谐表达式的13级近似式相比,当测点与基点的南北方向距离为30 km时,使用十级近似式计算的正常场改正误差为-0.21 nT;使用一级近似式计算的正常场改正的误差随测点与基点的南北方向距离增大而增大,当测点与基点的南北方向的距离大于4 km时,正常场改正误差大于1 nT;使用一级近似式计算的高度改正的误差随测点与基点高度差增大而增大,当测点与基点高度差大于300 m时,误差大于1 nT。  相似文献   

11.
针对环渤海低平原水土盐分和水位埋深,通过选取0~20cm深度内的127个代表性土样进行土壤全盐量测定,并对130个水井的水位埋深及128个地下水样的矿化度进行测定.综合运用普通克立格(OrdinaryKriging)与协同克立格(CoKriging)方法与GIS技术研究水土盐分及水位埋深的空间分布状况.结果表明,土壤盐...  相似文献   

12.
Drastically disturbed soils caused by opencast mining can result in the severe loss of soil structure and increase in soil compactness. To assess the effects of mining activities on reconstructed soils and to track the changes in reclaimed soil properties, the variability of soil properties (soil particle distribution, penetration resistance (PR), pH, and total dissolved salt (TDS)) in the Shanxi Pingshuo Antaibao opencast coal-mine inner dump after dumping and before reclamation was analyzed using a geostatistics method, and the number of soil monitoring points after mined land reclamation was determined. Soil samples were equally collected at 78 sampling sites in the study area with an area of 0.44 km2. Soil particle distribution had moderate variability, except for silt content at the depth of 0–20 cm with a low variability and sand content at the depth of 20–40 cm with a high variability. The pH showed a low variability, and TDS had moderate variability at all depths. The variability of PR was high at the depth of 0–20 cm and moderate at the depth of 20–40 cm. There was no clear trend in the variance with increasing depth for the soil properties. Interpolation using kriging displayed a high heterogeneity of the reconstructed soil properties, and the spatial structure of the original landform was partially or completely destroyed. The root-mean-square error (RMSE) can be used to determine the number of sampling points for soil properties, and 40 is the ideal sampling number for the study site based on cross-validation.  相似文献   

13.
降水数据的空间插值精度由降水的空间变异特征、插值方法和降水观测站分布决定的, 其中, 降水观测站及插值方法的选择尤为重要. 利用空间随机抽样、空间分层抽样和空间三明治抽样等空间抽样方案, 以甘肃省境内的气象站点为研究对象进行抽样分析, 在抽样结果的基础上进行区域降水量克里金插值, 并对比了插值结果精确度. 结果表明: 在较为丰富的先验知识的前提下, 空间三明治抽样所得的区域降水量插值结果的误差项ME(1.97)、MSE(0.0066)和RMSSE(1.0184)都是最优的, 空间分层抽样次之, 空间随机抽样最差. 与另外两种抽样方案相比, 空间三明治抽样是一种使区域误差最小, 适用范围更广, 精确度更高的抽样方法.  相似文献   

14.
Selenium (Se) is a trace element that can cause human physical deformations due to selenosis, and mutagenic changes on a range of sensitive macro-organisms. Previous studies indicated that Se enrichment is significantly greater in coal than in other rock units, suggesting a correlation between Se and coal bed proximity. Since coal extraction can cause a release of Se, some regulatory authorities have responded by requiring sampling of coal seams and adjacent rock for Se prior to issuing coal mining permits. This sampling is done under the assumption that Se in a small number of samples will be correlated to the Se concentrations throughout the strata they represent. For example, in one case a single continuous deep rock core was sampled for Se to estimate the concentrations of Se across a 2.52 km2 proposed surface coal mine. This project examined the adequacy of such an approach using univariate statistics and variograms to determine the spatial variability and correlation of Se concentrations collected from six Appalachian coal seams. The results from all analyses showed no significant spatial correlation of Se within any coal seam examined. Given this lack of measured Se spatial correlation in Appalachian coal seams for scales as small as 0.10 km, it is unlikely that a Se spatial correlation exists in adjacent rock units at similar scales either, which is currently the assumption being made for sampling to minimize Se pollution from surface coal mining.  相似文献   

15.
在现存地下水监测网站中,观测站点分布的任意性、随意性和层次不清以及观测数据的冗余性等问题普遍存在,应用空间聚类原理,对所选研究区域廊坊地下水的监测点位及监测指标分别进行了空间聚类分析,对原始数据和经聚类处理后的数据分别进行了空间变异性评价,结果显示空间聚类分析是有效合理的。试图将空间变异性和空间聚类方法结合起来,为环境监测点的重新布置提供了理论依据,使提高监测效率与监测点的代表性、优化监测网格成为了可能;了解监测指标及监测点位在空间上的相关程度,为环境监测指标的确定提供理论依据,进而为环境管理、污染物控制以及环境资源的综合利用提供基础依据。  相似文献   

16.
Sample schemes used in geostatistical surveys must be suitable for both variogram estimation and kriging. Previously schemes have been optimized for one of these steps in isolation. Ordinary kriging generally requires the sampling locations to be evenly dispersed over the region. Variogram estimation requires a more irregular pattern of sampling locations since comparisons must be made between measurements separated by all lags up to and beyond the range of spatial correlation. Previous studies have not considered how to combine these optimized schemes into a single survey and how to decide what proportion of sampling effort should be devoted to variogram estimation and what proportion devoted to kriging An expression for the total error in a geostatistical survey accounting for uncertainty due to both ordinary kriging and variogram uncertainty is derived. In the same manner as the kriging variance, this expression is a function of the variogram but not of the sampled response data. If a particular variogram is assumed the total error in a geostatistical survey may be estimated prior to sampling. We can therefore design an optimal sample scheme for the combined processes of variogram estimation and ordinary kriging by minimizing this expression. The minimization is achieved by spatial simulated annealing. The resulting sample schemes ensure that the region is fairly evenly covered but include some close pairs to analyse the spatial correlation over short distances. The form of these optimal sample schemes is sensitive to the assumed variogram. Therefore a Bayesian approach is adopted where, rather than assuming a single variogram, we minimize the expected total error over a distribution of plausible variograms. This is computationally expensive so a strategy is suggested to reduce the number of computations required  相似文献   

17.
三维剖面地质界线是构建三维地质结构模型的重要基础数据,其不确定性会影响三维模型的几何形态和属性分布。以单一分布为假设前提的统计学不确定性分析方法掩盖了其他概率分布特征对模型的影响。突破单一误差分布条件的假设前提,本文使用Monte Carlo方法模拟了不同概率分布情况下地质剖面数据中地质界线的抽样采集,以及地质界线空间分布的不确定性;依托地质界线空间位置与地质属性的耦合关系,提出了用地质属性概率分布实现地质界线空间不确定性的定量可视化,并结合实际地质剖面探讨了多种概率分布条件下地质界线的空间不确定性。实例研究表明,基于Monte Carlo模拟的不确定性分析方法可以突破单一误差分布假设条件,结合地质属性概率可充分揭示出建模数据的内在不确定性与模型外在要素形态之间的耦合关系。  相似文献   

18.
This paper extends the concept of dispersion variance to the multivariate case where the change of support affects dispersion covariances and the matrix of correlation between attributes. This leads to a concept of correlation between attributes as a function of sample supports and size of the physical domain. Decomposition of dispersion covariances into the spatial scales of variability provides a tool for computing the contribution to variability from different spatial components. Coregionalized dispersion covariances and elementary dispersion variances are defined for each multivariate spatial scale of variability. This allows the computation of dispersion covariances and correlation between attributes without integrating the cross-variograms. A correlation matrix, for a second-order stationary field with point support and infinite domain, converges toward constant correlation coefficients. The regionalized correlation coefficients for each spatial scale of variability, and the cases where the intrinsic correlation hypothesis holds are found independent of support and size of domain. This approach opens possibilities for multivariate geostatistics with data taken at different support. Two numerical examples from soil textural data demonstrate the change of correlation matrix with the size of the domain. In general, correlation between attributes is extended from the classic Pearson correlation coefficient based on independent samples to a most general approach for dependent samples taken with different support in a limited domain.  相似文献   

19.
选择吉林省公主岭市大岭地区作为东北平原区典型代表区域开展土壤元素空间变异性、经典统计学合理取样数及不同采用密度数据空间插值对比研究。结果表明:(1)受地形平坦及成土母质相对单一等因素影响,研究区土壤元素空间变异性总体较小,大部分以轻中度变异为主(变异系数<15%),受人为因素影响较大的Cd、Hg变异系数分别为35.3%、136.6%,属于高度变异。(2)经典统计学确定的研究区合理采样数为80,该样本量可在95%的置信区间及允许误差为30%的条件下反应区内土壤元素含量的均值与方差,但因未考虑样本的空间属性,不足以反应区内土壤元素空间变异特征,具有一定的局限性。(3)通过对均匀抽稀后4种不同采样密度数据与实测数据空间插值对比研究,在定量评估空间插值相对误差、地块预测值相对误差及预测等级与实测等级一致性的基础上,结合土地质量地球化学调查工作精度要求,提出研究区地块尺度地球化学评价工作合理采样密度为8个点/km2,该密度可在确保评价精度的前提下,大幅减少采样数量和工作成本。上述结论为东北平原及类似地区大面积开展地块尺度土地质量地球化学评价工作提供了关键的技术支撑,对进一步完善土地质量地球化学评价方法技术具有重要意义。  相似文献   

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