新疆农业景观格局演变对其生态系统服务价值的影响     

黄婷  杜清运  邹金秋 《地理信息世界》2017,24(2)

结合遥感、地理信息系统、景观生态学和空间分析等理论,分析了新疆地区2000~2015年农业景观格局的时空动态变化特征,测算了农业生态系统服务价值,通过相关分析进一步研究了农业景观格局与生态系统服务价值的关联,为促进区域土地资源合理利用和生态农业发展提供科学依据。结果表明,新疆农业生态系统正朝着多样化、稳定化的方向发展;农业生态系统服务价值显著增长,但区域间的价值差异较大,呈现北疆高南疆低的分布格局;景观面积、斑块数和景观形状对新疆地区农业生态系统服务价值影响较大且均呈现明显正相关关系。  相似文献   

政区多粒度时空对象建模及其Geodatabase实现     

程星华  胡迪  俞肇元  龙毅  周如财 《地球信息科学学报》2017,19(9):1228-1237

全空间信息系统是将现实世界抽象为由多粒度时空对象组成的数据世界,对动态且复杂的现实世界中的各类时空实体对象进行表达、分析等。时空数据模型是时态地理信息系统（TGIS）核心,在一些特定领域上取得了较好的应用效果,对时空对象的时态信息进行了一定程度的表达,但仍旧无法完整地描述时空对象的变化以及联系。本文在分析时空数据模型的研究现状和存在问题的基础上,以全空间多粒度时空对象建模为指导思想,以北京近百年来的政区演变为例,分析了政区的基本特征,进而将政区看作是多粒度时空对象,探索了多粒度时空对象的建模方法,对政区进行了多粒度时空对象表达,并采用可视化表达的方法进行了实验验证。结果表明：多粒度时空对象建模能较好地反映政区的空间特征、属性特征和时间特征,反映其在时空上的演变过程以及便于更好地支持时空对象的查询、分析和可视化表达等。  相似文献   

Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building     

L. Di Sarno  G. Manfredi 《Soil Dynamics and Earthquake Engineering》2010

This paper assesses the seismic performance of typical reinforced concrete (RC) existing framed structures designed for gravity loads only. The sample two-storey structural system exhibits high vulnerability, i.e. low lateral resistance and limited translation ductility; hence an effective strategy scheme for seismic retrofitting was deemed necessary. Such a scheme comprises buckling restrained braces (BRBs) placed along the perimeter frames of the multi-storey building. The adopted design approach assumes that the global response of the inelastic framed structure is the sum of the elastic frame (primary system) and the system comprising perimeter diagonal braces (secondary system); the latter braces absorb and dissipate a large amount of hysteretic energy under earthquake ground motions. Comprehensive nonlinear static (pushover) and dynamic (response history) analyses were carried out for both the as-built and retrofitted structures to investigate the efficiency of the adopted intervention strategy. A set of seven code-compliant natural earthquake records was selected and employed to perform inelastic response history analyses at serviceability (operational and damageability limit states, OLS and DLS) and ultimate limit states (life safety and collapse prevention limit states, LSLS and CPLS). Both global and local lateral displacements are notably reduced after the seismic retrofit of the existing system. In the as-built structure, the damage is primarily concentrated at the second floor (storey mechanism); the computed interstorey drifts are 2.43% at CPLS and 1.92% at LSLS for modal distribution of lateral forces. Conversely, for the retrofitted system, the estimated values of interstorey drifts (d/h) are halved; the maximum d/h are 0.84% at CPLS (along the Y-direction) and 0.65% at LSLS (yet along the Y-direction). The values of the global overstrength Ω vary between 2.14 and 2.54 for the retrofitted structure; similarly, the translation ductility μ_Δ-values range between 2.07 and 2.36. The response factor (R- or q-factor) is on average equal to 5.0. It is also found that, for the braced frame, under moderate-to-high magnitude earthquakes, the average period elongation is about 30%, while for the existing building the elongation is negligible (lower than 5%). The inelastic response of the existing structure is extremely limited. Conversely, BRBs are effective to enhance the ductility and energy dissipation of the sample as-built structural system. Extensive nonlinear dynamic analyses showed that more than 60% of input seismic energy is dissipated by the BRBs at ultimate limit states. The estimated maximum axial ductility of the braces is about 10; the latter value of translation ductility is compliant with BRBs available on the market. At DLS, the latter devices exhibit an elastic behaviour. It can thus be concluded that, under moderate and high magnitude earthquakes, the damage is concentrated in the added dampers and the response of the existing RC framed structure (bare frame) is chiefly elastic.  相似文献   

The Pomici di Avellino eruption of Somma–Vesuvius (3.9 ka BP). Part II: sedimentology and physical volcanology of pyroclastic density current deposits     

R. Sulpizio  R. Bonasia  P. Dellino  D. Mele  M. A. Di Vito  L. La Volpe 《Bulletin of Volcanology》2010,72(5):559-577

Pyroclastic density currents (PDCs) generated during the Plinian eruption of the Pomici di Avellino (PdA) of Somma–Vesuvius were investigated through field and laboratory studies, which allowed the detailed reconstruction of their eruptive and transportation dynamics and the calculation of key physical parameters of the currents. PDCs were generated during all the three phases that characterised the eruption, with eruptive dynamics driven by both magmatic and phreatomagmatic fragmentation. Flows generated during phases 1 and 2 (EU1 and EU3pf, magmatic fragmentation) have small dispersal areas and affected only part of the volcano slopes. Lithofacies analysis demonstrates that the flow-boundary zones were dominated by granular-flow regimes, which sometimes show transitions to traction regimes. PDCs generated during eruptive phase 3 (EU5, phreatomagmatic fragmentation) were the most voluminous and widespread in the whole of Somma–Vesuvius’ eruptive history, and affected a wide area around the volcano with deposit thicknesses of a few centimetres up to more than 25 km from source. Lithofacies analysis shows that the flow-boundary zones of EU5 PDCs were dominated by granular flows and traction regimes. Deposits of EU5 PDC show strong lithofacies variation northwards, from proximally thick, massive to stratified beds towards dominantly alternating beds of coarse and fine ash in distal reaches. The EU5 lithofacies also show strong lateral variability in proximal areas, passing from the western and northern to the eastern and southern volcano slopes, where the deposits are stacked beds of massive, accretionary lapilli-bearing fine ash. The sedimentological model developed for the PDCs of the PdA eruption explains these strong lithofacies variations in the light of the volcano’s morphology at the time of the eruption. In particular, the EU5 PDCs survived to pass over the break in slope between the volcano sides and the surrounding volcaniclastic apron–alluvial plain, with development of new flows from the previously suspended load. Pulses were developed within individual currents, leading to stepwise deposition on both the volcano slopes and the surrounding volcaniclastic apron and alluvial plain. Physical parameters including velocity, density and concentration profile with height were calculated for a flow of the phreatomagmatic phase of the eruption by applying a sedimentological method, and the values of the dynamic pressure were derived. Some hazard considerations are summarised on the assumption that, although not very probable, similar PDCs could develop during future eruptions of Somma–Vesuvius.  相似文献   

Estimates of effective permeability for non-Newtonian fluid flow in randomly heterogeneous porous media     

Vittorio Di Federico  Marco Pinelli  Rita Ugarelli 《Stochastic Environmental Research and Risk Assessment (SERRA)》2010,24(7):1067-1076

An understanding of the interplay between non-Newtonian effects in porous media flow and field-scale domain heterogeneity is of great importance in several engineering and geological applications. Here we present a simplified approach to the derivation of an effective permeability for flow of a purely viscous power–law fluid with flow behavior index n in a randomly heterogeneous porous domain subject to a uniform pressure gradient. A standard form of the flow law generalizing the Darcy’s law to non-Newtonian fluids is adopted, with the permeability coefficient being the only source of randomness. The natural logarithm of the permeability is considered a spatially homogeneous and correlated Gaussian random field. Under the ergodic hypothesis, an effective permeability is first derived for two limit 1-D flow geometries: flow parallel to permeability variation (serial-type layers), and flow transverse to permeability variation (parallel-type layers). The effective permeability of a 2-D or 3-D isotropic domain is conjectured to be a power average of 1-D results, generalizing results valid for Newtonian fluids under the validity of Darcy’s law; the conjecture is validated comparing our results with previous literature findings. The conjecture is then extended, allowing the exponents of the power averaging to be functions of the flow behavior index. For Newtonian flow, novel expressions for the effective permeability reduce to those derived in the past. The effective permeability is shown to be a function of flow dimensionality, domain heterogeneity, and flow behavior index. The impact of heterogeneity is significant, especially for shear-thinning fluids with a low flow behavior index, which tend to exhibit channeling behavior.  相似文献   

残积土抗剪强度的环剪试验研究   总被引：3，自引：0，他引：3  

吴迪  简文彬  徐超 《岩土力学》2011,32(7):2045-2050

残积土风化剧烈,研究其大变形下的工程特性很有必要。利用环剪仪的试验特点,可以研究土体在较大剪切位移下抗剪强度的变化规律。通过对残积土残余和峰值强度的环剪试验测定和对试验数据的整理与对比分析,得到了含水率与残余强度指标之间的关系,证明大变形下残积土具有浸水软化的特性;从应变阈值角度分析了残积土应变软化的性质,不同剪切位移下的残积土具有不同的抗剪强度,所研究的残积土达到峰值强度对应的应变介于0.02～0.06之间,而到达基本稳定的残余强度所需要的应变介于0.06～0.20区域内。研究还发现,矿物成分不同直接影响到残积土的残余强度,是残积土不均匀性的内部因素  相似文献   

湖冰厚度遥感反演进展与展望     

李兴东  龙笛  黄琦  赵凡玉  刘廷玺 《遥感学报》2022,26(7):1289-1301

湖冰是对气候变化十分敏感的冰冻圈水文变量,起到调节区域气候和湖泊生态系统的作用,并作为一种自然资源服务于冰上生产生活。湖冰覆盖和湖冰厚度是研究湖冰过程的关键变量,目前大多数湖冰研究集中在湖冰覆盖领域,湖冰厚度领域由于缺乏实测资料和专门的遥感观测平台还存在诸多空白,大量缺资料地区湖冰厚度仍处于未知状态,亟待方法和数据上的突破与创新。本文综述了近20年国内外湖冰厚度遥感反演领域的进展,介绍了各类反演方法的原理机理及主要优缺点,其中被动微波遥感方法具有良好的时间分辨率但空间分辨率较粗,难以覆盖中小型湖泊;基于SAR影像的主动微波方法空间分辨率较高但物理机制复杂,可靠性有待进一步验证;基于测高雷达的主动微波方法观测时段较长,物理机制明确,易于拓展到无实测资料湖泊,但空间覆盖相对有限;热红外遥感方法时空分辨率较好,但容易受云和湖冰表面积雪的影响,反演精度和可靠性有待提升。在此基础上,本文分析湖冰厚度遥感反演领域面临的主要挑战和发展方向包括：（1）厘清湖冰表面积雪相关的物理过程;（2）实现大范围实测冰厚和遥感资料的集成;（3）实现多源遥感冰厚反演方法的交叉融合。  相似文献   

斜坡地基静力触探试验离散元分析          下载免费PDF全文

彭镝  蒋明镜 《地震工程学报》2015,37(S1):57-62

通过二维离散元模拟斜坡地基静力触探试验,研究试验过程中锥尖阻力的变化以及斜坡地基的宏微观力学响应。结果表明:归一化锥尖阻力峰值在坡角较小时无明显提升,在坡角足够大时提升明显,稳定值随着坡角增大略微减小,说明斜坡边界对表层土力学性能影响明显,而对深层土影响较弱;锥尖贯入过程中,斜坡地基探杆两侧土体变形不对称,坡上一侧膨胀,坡下一侧压缩,不对称性随着坡角增大而增大;贯入到表层时,探杆两侧微观接触力链不对称,坡上一侧具有更大应力,但当贯入到深层时力链趋向于对称,其临界深度随着坡角增大而增大,与坡角呈近似线性关系。  相似文献   

珠江口盆地低阻油层饱和度评价方法     

吴健  胡向阳  梁玉楠  汤翟  郑香伟 《吉林大学学报(地球科学版)》2015,45(1):312-319

珠江口盆地的低阻油层具有高泥质含量、低电阻率以及低产能的特点, 其真实含油饱和度的确定存在很大的困难。首先分析了区域低阻油层的地质成因, 指出地层束缚水含量高, 以及由此形成的发达的导电网络是导致油层低阻的主要原因;在此基础上, 利用多种适合于泥质砂岩地层的饱和度模型进行计算, 并根据密闭取心资料, 重点分析了在不同地层条件下, 对岩样含油、水饱和度进行脱气校正、压实校正、体积系数校正以及漏失校正的方法;并结合核磁共振测井, 对测井计算的含水饱和度进行标定。结果显示, 低阻油层的含水饱和度平均在70%以上, 且印度尼西亚公式计算的含水饱和度与岩心校正后的饱和度以及核磁束缚水饱和度吻合均很好, 因此印度尼西亚公式是最适合本区域低阻油层的饱和度评价模型。  相似文献   

四川东北部地区一次强风暴过程的特征分析     

高青云  俞小鼎 《高原山地气象研究》2010,30(4):36-46

2007年4月29日在川东北地区发生了一次强风暴天气过程。本文利用大气综合观测和NCEP/NCAR再分析资料,研究了这次强风暴过程发生前的天气形势和物理量场的结构特征。根据多普勒天气雷达和卫星云图资料,分析了风暴的演变过程及结构。研究表明:过程发生前在风暴区上空,低空存在暖平流、高空有冷平流,行星边界层能级低,对流层整层热力差动平流结构十分明显。卫星云图上有中尺度对流云团活动。雷达监测显示:在降雹前有悬垂回波、中气旋和有界弱回波区存在,具有典型超级单体风暴的部分结构和特征。   相似文献