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21.
为了了解苯并[a]芘(BaP)对鱼类细胞色素P4501A1(CYP1A1)表达的影响,以褐菖鲉(Sebasticus marmoratus)为实验材料,采用体内实验,研究其在经过不同浓度(0.1、1、10、20、50mg/kg鱼体重量)的BaP诱导后,鱼体肝脏研究CYP1A1基因表达的情况,筛选出后续时间-效应实验中BaP注射的最佳浓度,研究BaP诱导6h、12h、1d、3d、7d后(质量浓度为20mg/kg鱼体重量)鱼体肝脏CYP1A1酶活性、基因表达和蛋白表达的情况。结果表明:剂量-效应实验中,20mg/kg鱼体重量为最佳浓度,此浓度下,基因表达在各组中变化最显著。时间-效应实验中,较空白对照组而言,染毒6h、12h和1d后,EROD酶活性显著增加。3d后开始下降,与对照组相比变化不大,7d后酶活性又发生上调。半定量RT-PCR结果表明,各染毒组与对照组相比,CYP1A1基因表达量都发生了上调,呈现先上升后下降的趋势。其中,6h和12h组相对表达量极显著增加,1d后开始下降且与3d和7d组相比变化不明显。Western blot结果表明,蛋白表达量在染毒12h后表现出显著的诱导效应,随着时间的延长略有回落,但与对照组相比仍有显著性差异。研究表明:BaP对褐菖鲉CYP1A1具有较强的诱导作用。一定质量浓度的BaP注射于褐菖鲉不同的时间后,能诱导褐菖鲉活体EROD酶活性、CYP1A1基因m RNA表达及蛋白表达,并随着时间的延长呈现先诱导后抑制的趋势。这说明BaP作为诱导剂对CYP1A1酶活性和蛋白表达的作用机制可能与调控CYP1A1的转录水平有关。  相似文献   
22.
本研究建立了一个栉孔扇贝精巢组织细胞的原代培养体系,鉴定了原代细胞的功能基因表达特征。结果显示,原代培养体系中的精巢细胞以圆形细胞为主,直径为4~11μm,其在体外已存活9个月以上。使用栉孔扇贝vasa基因(生殖细胞标记基因)的地高辛RNA探针和原位杂交技术检测,约98%的原代细胞呈阳性。利用免疫组化技术鉴定了栉孔扇贝SCP3、KLF4、PIWI、C-MYC、SOX9和SOX17在这些细胞中的表达特征,发现这些靶蛋白在精巢原代细胞中的表达特征与栉孔扇贝精巢中的细胞定位基本一致。上述结果表明,本实验所获得的原代细胞以生殖细胞为主,它们保留了栉孔扇贝雄性生殖细胞原有的基因表达特征,可以用于贝类精子发生和性别相关的功能基因研究。  相似文献   
23.
首先分析了传统专题地图制图技术在测绘信息化发展过程中呈现的弊端;然后基于目前迅速发展的WebGIS技术,研究了基于Web服务的在线制图技术,就在线地图制图中的符号构建、制图服务模型、数据服务等方面提出了基于在线地图的交互式自定义制图;最后设计开发了基于Web服务的交互式制图系统,实现了面向普通用户的在线订阅式制图和面向专业用户的在线定制式制图。实践表明,该系统动态专题制图功能灵活,表达方式多样,传播效率高,能满足不同专业背景用户的制图需求。  相似文献   
24.
针对电力巡线机载激光雷达(LiDAR)激光点云电塔自动提取问题,提出了一种电塔自动定位和点云提取算法。首先,基于点云进行二维空间网格划分,利用网格点云高程偏差和方差特征提取潜在电塔网格;其次,基于电塔点云的高程连续特性完成电塔自动定位和点云粗提取;然后,利用点云分层密度信息和图像开运算,实现电塔精细提取;最后,利用轻小型无人机载激光雷达数据验证本文算法的有效性。试验结果表明,本文所提出的自动提取算法,能够有效解决LiDAR数据中电塔自动定位和点云提取问题,在LiDAR数据质量较差时仍能够取得良好效果,算法对于噪点数据具有较强的稳健性。本文所提出的电塔自动提取算法在LiDAR电力巡检数据处理中具有一定的应用价值。  相似文献   
25.
Reaction and deformation microfabrics provide key information to understand the thermodynamic and kinetic controls of tectono‐metamorphic processes, however, they are usually analysed in two dimensions, omitting important information regarding the third spatial dimension. We applied synchrotron‐based X‐ray microtomography to document the evolution of a pristine olivine gabbro into a deformed omphacite–garnet eclogite in four dimensions, where the 4th dimension is represented by the degree of strain. In the investigated samples, which cover a strain gradient into a shear zone from the Western Gneiss Region (Norway), we focused on the spatial transformation of garnet coronas into elongated garnet clusters with increasing strain. The microtomographic data allowed quantification of garnet volume, shape and spatial arrangement evolution with increasing strain. The microtomographic observations were combined with light microscope and backscatter electron images as well as electron microprobe (EMPA) and electron backscatter diffraction (EBSD) analysis to correlate mineral composition and orientation data with the X‐ray absorption signal of the same mineral grains. With increasing deformation, the garnet volume almost triples. In the low‐strain domain, garnet grains form a well interconnected large garnet aggregate that develops throughout the entire sample. We also observed that garnet coronas in the gabbros never completely encapsulate olivine grains. In the most highly deformed eclogites, the oblate shapes of garnet clusters reflect a deformational origin of the microfabrics. We interpret the aligned garnet aggregates to direct synkinematic fluid flow, and consequently influence the transport of dissolved chemical components. EBSD analyses reveal that garnet shows a near‐random crystal preferred orientation that testifies no evidence for crystal plasticity. There is, however evidence for minor fracturing, neo‐nucleation and overgrowth. Microprobe chemical analysis revealed that garnet compositions progressively equilibrate to eclogite facies, becoming more almandine‐rich. We interpret these observations as pointing to a mechanical disintegration of the garnet coronas during strain localization, and their rearrangement into individual garnet clusters through a combination of garnet coalescence and overgrowth while the rock was deforming.  相似文献   
26.
Thermal impact of typical high‐density residential, industrial, and commercial land uses is a major concern for the health of aquatic life in urban watersheds, especially in smaller, cold, and cool‐water streams. This is the first study of its kind that provides simple easy‐to‐use equations, developed using gene expression programming (GEP) that can guide the assessment and the design of urban stormwater management systems to protect thermally sensitive receiving streams. We developed 3 GEP models using data collected during 3 years (2009–2011) from 4 urban catchments; the first GEP model predicts event mean temperature at the inlet of the pond; the second model predicts the stormwater temperature at the outlet of the pond; and the third model predicts the temperature of the stormwater after flowing through a cooling trench and before discharging to the receiving stream. The new models have high correlation coefficients of 0.90–0.94 and low prediction uncertainty of less than 4% of the median value of the predicted runoff temperatures. Sensitivity analysis shows that climatic factors have the highest influence on the thermal enrichment followed by the catchment characteristics and the key design variables of the stormwater pond and the cooling trench. The general method presented here is easily transferable to other regions of the world (but not necessarily the exact equations developed here); also through sensitivity and parametric analysis, we gained insight on the key factors and their relative importance in modelling thermal enrichment of urban stromwater runoff.  相似文献   
27.
We describe strain localization by a mixed process of reaction and microstructural softening in a lower greenschist facies ductile fault zone that transposes and replaces middle to upper amphibolite facies fabrics and mineral assemblages in the host schist of the Littleton Formation near Claremont, New Hampshire. Here, Na‐poor muscovite and chlorite progressively replace first staurolite, then garnet, and finally biotite porphyroblasts as the core of the fault zone is approached. Across the transect, higher grade fabric‐forming Na‐rich muscovite is also progressively replaced by fabric‐forming Na‐poor muscovite. The mineralogy of the new phyllonitic fault‐rock produced is dominated by Na‐poor muscovite and chlorite together with late albite porphyroblasts. The replacement of the amphibolite facies porphyroblasts by muscovite and chlorite is pseudomorphic in some samples and shows that the chemical metastability of the porphyroblasts is sufficient to drive replacement. In contrast, element mapping shows that fabric‐forming Na‐rich muscovite is selectively replaced at high‐strain microstructural sites, indicating that strain energy played an important role in activating the dissolution of the compositionally metastable muscovite. The replacement of strong, high‐grade porphyroblasts by weaker Na‐poor muscovite and chlorite constitutes reaction softening. The crystallization of parallel and contiguous mica in the retrograde foliation at the expense of the earlier and locally crenulated Na‐rich muscovite‐defined foliation destroys not only the metastable high‐grade mineralogy, but also its stronger geometry. This process constitutes both reaction and microstructural softening. The deformation mechanism here was thus one of dissolution–precipitation creep, activated at considerably lower stresses than might be predicted in quartzofeldspathic rocks at the same lower greenschist facies conditions.  相似文献   
28.
A computational framework is presented for dynamic strain localization and deformation analyses of water‐saturated clay by using a cyclic elasto‐viscoplastic constitutive model. In the model, the nonlinear kinematic hardening rule and softening due to the structural degradation of soil particles are considered. In order to appropriately simulate the large deformation phenomenon in strain localization analysis, the dynamic finite element formulation for a two‐phase mixture is derived in the updated Lagrangian framework. The shear band development is shown through the distributions of viscoplastic shear strain, the axial strain, the mean effective stress, and the pore water pressure in a normally consolidated clay specimen. From the local stress–strain relations, more brittleness is found inside the shear bands than outside of them. The effects of partially drained conditions and mesh‐size dependency on the shear banding are also investigated. The effect of a partially drained boundary is found to be insignificant on the dynamic shear band propagation because of the rapid rate of applied loading and low permeability of the clay. Using the finer mesh results in slightly narrower shear bands; nonetheless, the results manifest convergency through the mesh refinement in terms of the overall shape of shear banding and stress–strain relations. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
29.
基于GML3.2的对象化空间数据组织与关系表达研究   总被引:1,自引:0,他引:1  
数据组织是GIS系统建设的基础和前提,随着对地理世界认知的不断深入,逐渐形成了基于特征的空间数据模型。以基于特征的空间数据组织基本理论为基础,文章主要讨论基于GML3.2的空间数据组织与关系表达的关键问题。首先,简要介绍GML的基本概念,并详细阐述GML3.2的主要模式。在此基础上,讨论在GML应用模式设计中需要注意的相关原则。最后,总结探讨了实现基于GML3.2的对象化空间数据组织与关系表达的途径。  相似文献   
30.
In this paper, the seismic response of ‘infinitely’ long slopes is numerically analysed via the formulation of a 1D analytical/numerical model, in which the soil mechanical behaviour is assumed to be elasto‐perfectly viscoplastic and simple shear (SS) kinematical constraints are imposed. In order to simplify the problem, a theoretically based procedure to set up a fully 1D shear constitutive model is defined, within which the mechanical response of a multiaxial relationship is condensed. The use of a 1D shear constitutive model is aimed at reducing the number of unknowns and, therefore, the computational costs. In particular, the case of the Mohr–Coulomb yield criterion is considered, while an enhanced Taylor–Galerkin finite element algorithm is employed to simulate the seismic wave propagation within the soil stratum. The proposed ‘condensation’/calibration procedure captures both the ‘pseudo’‐hardening pre‐failure behaviour and the influence of dilation on the occurrence of strain‐localization, which characterize, under SS conditions, the static response of virgin perfectly plastic soils. The effectiveness of the conceived method is shown with reference to freshly deposited deposits, while, in the case of highly overconsolidated strata, some difficulties arise because of the brittle behaviour induced both by unloading and non‐associativeness. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   
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