多时相阴影轮廓差分辅助下的城市水体提取     

欧健滨  罗文斐  刘畅 《测绘通报》2019,(3):116-119

如何避免水体提取中阴影信息与水体信息的混淆，是利用遥感数据提取城市水体信息需要解决的一个问题。本文以高分一号WFV图像及Landsat8 OLI图像为数据源，利用阴影轮廓的位置与形状在不同太阳高度角及太阳方位角下的差异性，提出一种基于多时相阴影轮廓差分的城市水体提取方法（WMSD）。以广州市天河区为试验区进行水体信息提取，同时运用NDWI、MNDWI及SWI指数法分别提取水体信息，进行精度对比分析。结果显示，本文所提出的WMSD方法分类精度超过88%，较NDWI法、SWI法及MNDWI法的水体提取精度分别提高了8.50%、9.50%及4.67%。说明基于阴影轮廓位置与形状的差异提取水体信息的方法能够较好地解决阴影与水体提取信息混淆的问题，为利用遥感数据提取城市地区水体提供了一个可行的处理方法。  相似文献   

布达拉宫旅游商业化的社区治理研究     

梁坤  罗爽 《世界地理研究》2019,28(5):191-199

以社区为出发点，综合旅游商业化、社区治理等相关理论，在布达拉宫及周边社区旅游商业化表征分类的基础上，梳理其社区旅游商业化的治理成效及治理困境。再运用静态博弈模型与决策树，分析布达拉宫及周边社区旅游商业化的治理中各利益主体博弈的过程，并探析治理困境的原因。研究发现，旅游商业化的社区治理受到各利益主体间权力大小和利益选择的影响。政府及相关部门处于强势地位，主导并采取措施治理旅游商业化。布达拉宫的各空间圈层在商业化治理过程和难度上都存在明显差异。引起治理困境的原因主要是“权”与“利”的纠葛、商业化控制的阈限不清晰、利益主体之间的沟通不畅。在主要利益相关者的博弈中，各治理主体共同重构一个相对均衡的“利益－权力”关系结构，以保证社区旅游商业化得以有效治理。  相似文献   

Developing a comprehensive evaluation method for Interconnected River System Network assessment: A case study in Tangxun Lake group     

Yang  Wei  Zhang  Liping  Zhang  Yanjun  Li  Zongli  Xiao  Yi  Xia  Jun 《地理学报(英文版)》2019,29(3):389-405

Journal of Geographical Sciences - The Interconnected River System Network (IRSN) plays a crucial role in water resource allocation, water ecological restoration and water quality improvement. It...  相似文献   

Cyclical one-way continental rupture-drift in the Tethyan evolution: Subduction-driven plate tectonics     

Wan  Bo  Wu  Fuyuan  Chen  Ling  Zhao  Liang  Liang  Xiaofeng  Xiao  Wenjiao  Zhu  Rixiang 《中国科学:地球科学(英文版)》2019,62(12):2005-2016

Numerous continents have rifted and drifted away from Gondwana to repeatedly open ocean basins over the past-500 millionyears.These Gondwana-derived continents drifted towards and collided with components of the Eurasian continent to successively close the preexisting oceans between the two.Plate tectonics satisfactorily describes the continental drift from Gondwana to Eurasia but does not define the geodynamic mechanism of continuously rifting to collisions of continents in the Tethy an Realm.After reappraisal of geological records of the rift,collision and subduction initiation from the surface and various geophysical observations from depth,we propose that Eurasia-directed subducting oceanic slabs would have driven Tethyan system in the Phanerozoic.The Eurasia-directed subduction would have dragged the passive Gondwana margin to rift and drift northwards,giving birth to new oceans since the Paleozoic.The closure of preexisting oceans between the Gondwana-derived continents and Eurasia led to continental collisions,which would have induced the initiation of oceanic subduction in the Tethyan Realm.Multiple episodic switches between collision-subduction-rift repeatedly led to the separation of continental fragments from Gondwana and dragged them to drift towards Eurasia.The final disappearance of Neo-Tethy s would have induced collision of the Gondwana-derived continents with the Eurasian continent,giving rise to the Cenozoic Alpine-Zagros-Himalayan collisional system.Therefore,the Eurasia-directed oceanic subduction would have acted as a 'one-way train' that successively transferred the ruptured Gondwana continental fragments in the south,into the terminal in the north.In this regard,the engine of this "Tethyan one-way train" is the negative buoyancy of subducting oceanic slabs.  相似文献   

Dynamic hydraulic jump and retrograde sedimentation in an open channel induced by sediment supply: experimental study and SPH simulation     

ZHENG Xiao-gang  CHEN Ri-dong  LUO Min  KAZEMI Ehsan  LIU Xing-nian 《山地科学学报》2019,(8)

Mountainous torrents often carry large amounts of loose materials into the rivers, thus causing strong sediment transport. Experimentally it was found for the first time that when the intensive sediment motion occurs downstream over a gentle slope, the siltation of the riverbed is induced and the sediment particles can move upstream rapidly in the form of a retrograde sand wave, resulting in a higher water level along the river. To further study the complex mechanisms of this problem, a sediment mass model in the framework of the Smoothed Particle Hydrodynamics(SPH) method was presented to simulate the riverbed evolution, sediment particle motion, and the generation and development of dynamic hydraulic jump under the condition of sufficient sediment supply over a steep slope with varying angles. Because the sediment is not a continuous medium, the marker particle tracking approach was proposed to represent a piece of sediment with a marked sediment particle. The twophase SPH model realizes the interaction between the sediment and fluid by moving the bed boundary particles up and down, so it can reasonably treat the fluid-sediment interfaces with high CPU efficiency. The critical triggering condition of sediment motion, the propagation of the hydraulic jump and the initial siltation position were all systematically studied. The experimental and numerical results revealed the extra disastrous sediment effect in a mountainous flood. The findings will be useful references to the disaster prevention and mitigation in mountainous rivers.  相似文献   

内含裂隙角的恐龙化石轴向受压数值试验及裂纹扩展机理研究          下载免费PDF全文

杜圣贤  陈军  于学峰  贾超  张尚坤  宋香锁  罗文强 《山东国土资源》2019,35(5)

面临众多古生物化石遭受风化破坏的现实,恐龙化石保护是一项世界性难题。化石的风化原因多种多样,其中化石内部裂隙是导致恐龙化石风化、破坏的重要因素。该文以岩石断裂力学为理论依据,模拟分析内含裂隙的恐龙化石在压力作用下的破坏情况。通过数值模拟的方法,进行了内含裂隙恐龙化石数值压缩试验,并对内含裂隙的恐龙化石裂纹扩展机理进行了研究。研究结果表明,随着裂隙角度增大,开裂角逐渐减小,裂隙处特别是两端应力集中,其他部位应力较低、分布均匀;裂纹扩展是从裂纹尖端起裂,最终裂纹扩展到边缘。此研究结果为揭示恐龙化石风化机理和开展保护提供了基础参考资料。  相似文献   

A Simplified Solution Using Izbash's Equation for Non-Darcian Flow in a Constant Rate Pumping Test     

Liang Xiao  Ming Ye  Yongxin Xu  Fuwan Gan 《Ground water》2019,57(6):962-968

This paper derives an equivalent of Darcian Theis solution for non-Darcian flow induced by constant rate pumping of a well in a confined aquifer. The derivation, which is valid at later times only, is original. It utilizes Izbash's equation. This introduces an additional parameter to Darcian condition, namely, empirical exponent. The solution is a non-Drcian equivalent of Jacob straight line method for analyzing pumping tests at late times. It can be used to determine aquifer parameters: storativity, analogous hydraulic conductivity, and empirical exponent. However, while the Jacob method requires a minimum of only one pumping test with one observation well, the additional parameter in the present solution means that a minimum of two observation wells in one test or two pumping tests at different rates with one observation well are required. The derived solution is applied to a case study at Plomeur in Brittany, France, and is shown to provide a practical and efficient method for analyzing pumping tests where non-Darcian groundwater flow occurs.  相似文献   

The behaviour of geosynthetic-reinforced pile foundation under long-term dynamic loads: model tests     

Tang  Yiqun  Xiao  Siqi  Yang  Qi 《Acta Geotechnica》2020,15(8):2205-2225

In order to reduce the effects of the low strength and high compressibility of soft soil, geosynthetic-reinforced pile foundations (GRPF) are widely applied for the construction of high-speed railways. Though its reinforcement effect is proved acceptable in practices so far, it is unclear whether it will keep this performance as the train speed continues increasing. Since it is impossible to study the problem in field tests, only mathematical and physical models can be used. However, the nonlinear behaviour of the soft soil complicates the use of analytical models. Therefore, this paper presents a small-scale model test to study the possible changes in stress distribution and deformation in the GRPF under increasing dynamic loads. One test with a natural foundation, without piles or geosynthetic, shows the difference with a similar construction with GRPF foundation. Furthermore, three GRPF tests show the influence of the embankment thickness. The results show the long-term dynamic loading significantly affects the dynamic stress and displacements of the subsoil between the piles of the GRPF. This effect can be divided into three stages with an increasing level of load amplitude: no impact, advantageous impact, and adverse impact. When the dynamic load reaches the adverse impact stage, the long-term dynamic loads reduce the dynamic pile–soil stress ratio, which means that more soil settlement will develop, because more dynamic stress is applied to the soft soil. The test results show that the reduction in dynamic stress on the subsoil in the GRPF construction is clearly lower than the dynamic stress on the natural foundation, due to the existence of rigid piles. Moreover, a thicker embankment gives significantly lower dynamic stresses on the subsoil between the piles. For the thickest embankment tested, the adverse impact stage was not found at all: the arching kept enhancing under long-term dynamic loading with high load amplitudes.

  相似文献   

Geochemical Characteristics and Genesis Analysis of Deju Basalt in Midu County,Western Yunnan     

Ya-Nan  Zhao  Qian-Ru  Xiao  Hong-Xiao  Li  Yuan-Fu  Xiao 《Doklady Earth Sciences》2020,495(2):888-893

Doklady Earth Sciences - Deju basalts is a characteristic volcanic association and was first founded in the 1 : 50 000 regional geological survey. There is no previous...  相似文献   

Spectra of seismic force reduction factors of MDOF systems normalized by two characteristic periods     

Li  Xiao  Tong  Genshu  Zhang  Lei 《地震工程与工程振动(英文版)》2020,19(1):53-69

Seismic force reduction factor(SFRF) spectra of shear-type multi-degree-of-freedom(MDOF) structures are investigated. The modified Clough model, capable of considering the strength-degradation/hardening and stiffnessdegradation, is adopted. The SFRF mean spectra using 102 earthquake records on a typical site soil type(type C) are constructed with the period abscissa being divided into three period ranges to maintain the peak features at the two sitespecific characteristic periods. Based on a large number of results, it is found that the peak value of SFRF spectra may also exist for MDOF, induced by large high-mode contributions to elastic base shear, besides the mentioned two peak values. The variations of the stiffness ratio λk and the strength ratio λF of the top to bottom story are both considered. It is found that the SFRFs for λF≤λk are smaller than those for λF λk. A SFRF modification factor for MDOF systems is proposed with respect to SDOF. It is found that this factor is significantly affected by the story number and ductility. With a specific λF(= λk0.75), SFRF mean spectra are constructed and simple solutions are presented for MDOF systems. For frames satisfying the strong column/weak beam requirement, an approximate treatment in the MDOF shear-beam model is to assign a post-limit stiffness 15%-35% of the initial stiffness to the hysteretic curve. SFRF spectra for MDOF systems with 0.2 and 0.3 times the post-limit stiffness are remarkably larger than those without post-limit stiffness. Thus, the findings that frames with beam hinges have smaller ductility demand are explained through the large post-limit stiffness.  相似文献