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91.
The alkaline filter elution assay using the gills of the freshwater clam species Corbicula fluminea detects breaks in single‐stranded DNA and is thus a good method for determining the genotoxic potential of surface waters. In attempting to standardize the procedure, a wide range of factors which could have an influence on the uptake of genotoxic substances by the exposed clams were studied. The most important parameters of the static exposure in relation to the rate of filtration by the animals turned out to be the temperature, the volume of the water, and the exposure time. Differences in body size and in the amount of suspended particles in surface waters did not play a significant role. The results demonstrate that the in vivo test system can be quite sensitive and its results reproducible when the relevant species‐specific characteristics of the test organisms are brought into consideration, even if the test organism belongs to a biologically more advanced group. A clear dose‐response relationship to the reference substances 4‐nitroquinoline‐1‐oxide (NQO) and N‐methyl‐N‐nitro‐N‐nitrosoguanidine (MNNG) can be observed even after a short exposure time of between four and twenty hours. No genotoxic effects were observed when using this method on surface waters from the area of Cologne (including water from the Rhine River and within the protection zone 2 of the Cologne waterworks). 相似文献
92.
短基线GPS控制网双差整周模糊的直接解算方法(DC,D irect Calcu lation算法)可以避开"周跳的探测与修复"和"整周模糊度的搜索固定",是一种新的整周模糊度解算方法。在基线坐标满足一定条件的情况下,可以保证解算的L1,-1和L-3,4双差整周模糊度的浮点解与整数解之间的偏差小于0.5周,由浮点解直接四舍五入,进而可以直接解算L1双差整周模糊度。本文用自编软件解算了实测数据,验证了本文方法的实用性,并可获得与商用软件TGO精度相当的基线。 相似文献
93.
成都粘土孔隙性的微观研究 总被引:5,自引:0,他引:5
孔隙是土结构的重要标志之一,其特征对土的工程地质性质有很大影响。本文介绍了应用结构图象定量分析系统对成都粘土孔隙性的微观研究成果并对孔隙的大小、数量、形状、类型和定向程度等形态和几何特征进行了讨论。 相似文献
94.
采用等效渗透系数法搜索渗流自由面 总被引:5,自引:1,他引:4
采用一个具体的实例对比分析了当前最为常用的几种自由面确定方法 ,阐明了各自的优缺点 ;然后在此基础上对单元传导矩阵调整法作了简化和改进 ,提出了等效渗透系数法。应用表明 ,等效渗透系数法不仅具有足够的计算精度 ,而且还具备算法简单、易推广等优点 相似文献
95.
96.
The onset and advance of southwest monsoon are accompanied by the appearance of the offshore trough along the southwest coast of India. This offshore trough escorts a deluge of rainfall to the southwest coast, and sometimes rainfall band moves eastward further into south India. These broad observations were noticed during the summer monsoon of June 2017. Meteorological agencies and media had reported a huge amount of rainfall over the southwest coast of India during the month. But, in the far interior of south India, rainfall was less. Due to the less rainfall, water resources depleted, which affected local farmers and common man of south India. The confused views of the common man on southwest coast rainfall could be due to lack of understanding related to various factors affecting rainfall over the same region. This article is an endeavor to address the preliminary understanding of the southwest coast rainfall during June 2017, with more stress on offshore troughs. The study begins with area-averaged rainfall statistics over south, southwest, and southeast India by employing satellite and rain gauge merged rainfall datasets. Area averaged analysis revealed offshore trough contributed 80 % of rainfall over the South West India, 68 % over South East India, contributing to an overall 75 % over south India in 2017. To identify offshore trough position and strength in the reanalysis and model simulations, a new method called VSV (Vertical Shear of Vorticity) method was introduced. The computed offshore troughs were categorized into Active, Normal, and Feeble based on the strength of meridional gradient of mean sea level pressure and 850 hPa horizontal winds. The contribution due to each category of the offshore trough over different sub-regions was investigated to find out the effect of the offshore trough to total rainfall. Dynamic and thermodynamic features of these categories of the offshore trough were investigated by using proxies like equivalent potential temperature and moisture flux convergence. We found that during active offshore trough an eastward propagation of rain bands persists, which was explained by using moisture flux convergence and equivalent potential temperature at different levels of the atmosphere. 相似文献
97.
98.
抗差卡尔曼滤波模型及其在GPS监测网中的应用 总被引:16,自引:0,他引:16
根据量测向量中的粗差对状态向量滤波值的影响规律,导出了抗差卡尔曼滤波模型,该模型对观测空间和设计空间均具有良好的抗差性。通过对含有粗差的模拟GPS监测网的计算,与标准卡尔曼滤波模型相比较,利用该抗差滤波模型,可获得可靠的变形分析结果。 相似文献
99.
Gerardo Severino Alessandro Santini Angelo Sommella 《Stochastic Environmental Research and Risk Assessment (SERRA)》2008,22(4):567-582
Average steady source flow in heterogeneous porous formations is modelled by regarding the hydraulic conductivity K(x) as a stationary random space function (RSF). As a consequence, the flow variables become RSFs as well, and we are interested into calculating their moments. This
problem has been intensively studied in the case of a Neumann type boundary condition at the source. However, there are many
applications (such as well-type flows) for which the required boundary condition is that of Dirichlet. In order to fulfill
such a requirement the strength of the source must be proportional to K(x), and therefore the source itself results a RSF. To solve flows driven by sources whose strength is spatially variable, we
have used a perturbation procedure similar to that developed by Indelman and Abramovich (Water Resour Res 30:3385–3393, 1994) to analyze flows generated by sources of deterministic strength. Due to the linearity of the mathematical problem, we have
focused on the explicit derivation of the mean head distribution G
d
(x) generated by a unit pulse. Such a distribution represents the fundamental solution to the average flow equations, and it
is termed as mean Green function. The function G
d
(x) is derived here at the second order of approximation in the variance σ2 of the fluctuation (where K
A
is the mean value of K(x)), for arbitrary correlation function ρ(x), and any dimensionality d of the flow domain. We represent G
d
(x) as product between the homogeneous Green function G
d
(0)(x) valid in a domain with constant K
A
, and a distortion term Ψ
d
(x) = 1 + σ2ψ
d
(x) which modifies G
d
(0)(x) to account for the medium heterogeneity. In the case of isotropic formations ψ
d
(x) is expressed via one quadrature. This quadrature can be analytically calculated after adopting specific (e.g.. exponential
and Gaussian) shape for ρ(x). These general results are subsequently used to investigate flow toward a partially-penetrating well in a semi-infinite
domain. Indeed, we construct a σ2-order approximation to the mean as well as variance of the head by replacing the well with a singular segment. It is shown
how the well-length combined with the medium heterogeneity affects the head distribution. We have introduced the concept of
equivalent conductivity
K
eq(r,z). The main result is the relationship where the characteristic function ψ(w)(r,z) adjusts the homogeneous conductivity K
A
to account for the impact of the heterogeneity. In this way, a procedure can be developed to identify the aquifer hydraulic
properties by means of field-scale head measurements. Finally, in the case of a fully penetrating well we have expressed the
equivalent conductivity in analytical form, and we have shown that (being the effective conductivity for mean uniform flow), in agreement with the numerical simulations of Firmani et al. (Water Resour
Res 42:W03422, 2006). 相似文献
100.
1990年2月10日常熟——太仓5.l级地震前,南通等地形变等前兆手段异常明显。震例资料揭示,此次地震敏感部位的形变等前兆变化可区分出阶段性。据此作者探讨了形变短临地震预报的可能途径。 相似文献