基于DWGDirect的CAD到GIS数据转换研究

针对CAD数据到GIS数据的转换中大量存在的信息缺失、效率低下、更新困难等诸多问题,提出基于DWGDirect类库,结合ArcEngine实现CAD数据到GIS数据的转换,很大程度上解决了上述各种问题,确保了数据转换的科学性和高效性。     

Characterization of Continental Intercalaire aquifer (CI) in the Tinrhert-East Area-Illizi Basin on the Algerian-Libyan Border

This paper addresses the characterization of the Continental Intercalaire aquifer (CI) in the Tinrhert-East area of Illizi Basin on the Algerian-Libyan border, which belongs to the SASS1 system, one of the biggest transboundary aquifers in the world. This study concerns a superficies of 4 300 km2. On the basis of Mud Logging borehole data conducted in this part of the aquifer, a realistic characterization of the aquifer was done. The thickness of the CI aquifer varies from 300 m in the south to 700 m in the north, and the depth ranges from 180 m to 320 m. The interpretation of the logs showed that the aquifer is characterized by a maximum net thickness in its southwestern part (more than 600 m), the porosity is very high, ranging from 30% in the west to 24% at the Libyan borders, the permeability is low to medium around 10-5 m/s, and the maximum transmissivity values of about 8×10-3 m2/s were recorded at the center of the study area. The depth of water varies from 235 m to 312 m, and the water flows from south to north, in accordance with the general direction observed in the CI aquifer in the Northern Sahara Aquifer System (SASS). The porosity values obtained from the interpretation of the sonic and density logs permit to estimate the water reserves of this aquifer considered fossil, at thresholds much higher than what was considered until now.     

安徽马鞍山高村采场矿坑地下水疏干预测

根据马鞍山高村铁矿露天采场矿区地质及水文地质特征,对矿区的基岩裂隙地下水系统进行概化。结合高村采矿场历史疏干资料和观测孔的地下水动态观测资料,建立了矿区地下水水流模型。然后按照露天采场的开采计划,论证矿坑地下水疏干对策,分别对2个开采规划期进行地下水疏干预测,为安全开采和经济有效地防治地下水提供设计依据。     

Linear and nonlinear irregular waves and forces in a numerical wave tank

A time-domain higher-order boundary element scheme was utilized to simulate the linear and nonlinear irregular waves and diffractions due to a structure. Upon the second-order irregular waves with four Airy wave components being fed through the inflow boundary, the fully nonlinear boundary problem was solved in a time-marching scheme. The open boundary was modeled by combining an absorbing beach and the stretching technique. The proposed numerical scheme was verified by simulating the linear regular and irregular waves. The scheme was further applied to compute the linear and nonlinear irregular wave diffraction forces acting on a vertical truncated circular cylinder. The nonlinear results were also verified by checking the accuracy of the nonlinear simulation.     

开放地质体系中物质迁移质量平衡计算方法介绍

地质体系的开放过程,如交代、蚀变、熔融、风化、渗透、变形等,往往伴随着显著的物质组分(元素)的活动和迁移.研究这些地质过程需要我们深入地了解发生迁移组分的种类和程度.质量平衡计算作为定量限定地质体系开放过程中物质迁入或迁出情况的重要手段,已经被广泛应用到诸多的地质问题研究中.目前,已有许多的学者建立了各种各样的质量平衡计算公式和相应的图解方法,但是这些方法的核心思想和基本原理都是一致的.因此,本文选取了目前国际上几个常用的质量平衡计算方法进行了详细地介绍.这些方法包括成分-体积图解法(Gresens,1967)、Isocon图解法(Grant,1986)、标准化Isocon图解法(Guo et al.,2009)和定量计算法.同时,作者也结合自身的研究经验和实例,对这些方法的应用范围、优缺点和注意事项做了相应地评述.通过这些介绍,希望可以帮助初学者对质量平衡计算方法的基本原理、主要思想及应用过程有一个相对全面的了解.     

基于OSGEarth的城市三维地物模型组织与调度研究

基于OSG开源工程采用可见性裁剪、LOD与动态调度等技术,分别对静态加载模型、静态加载LOD模型、动态加载和结合四叉树动态加载、瓦片式动态加载等进行试验分析,研究了城市三维地物模型的组织与调度方式,实现了基于OSGEarth城市三维场景构建,取得了良好的效果,为城市三维信息服务平台的建设提供空间框架和理论支持。     

Three-layer model for vertical velocity distribution in open channel flow with submerged rigid vegetation

Based on the detailed laboratory experiments and theoretical analysis, a new three-layer model is proposed to predict the vertical velocity distribution in an open channel flow with submerged vegetation. The time averaged velocity and turbulence behaviour of a steady uniform flow with fully submerged artificial rigid vegetation was measured using a 3D Micro ADV, and the vertical distribution of velocity and Reynolds shear stress at different vegetation height, vegetation density and measuring positions were obtained. The results show that the velocity profile consists of three hydrodynamic regimes (i.e. the upper non-vegetated layer, the outer and bottom layer within vegetation); accordingly different methods had been adopted to describe the vertical velocity distribution. For the upper non-vegetated layer, a modified mixing length theory combined with the concept of ‘the new vegetation boundary layer’ was adopted, and an analytical model was presented to predict the vertical velocity distribution in this region. For the bottom layer within vegetation, the depth average velocity was obtained by numerically solving the momentum equations. For the upper layer within vegetation, the analytical solution was presented by expressing the shear stress as a formula fitted to the experimental data. Finally, the analytical predictions of the vertical velocity over the whole flow depth were compared with the results obtained by other researchers, and the good agreement proved that the three-layer model can be used to predict the velocity distribution of the open channel flow with submerged rigid vegetation.     

Open innovation and its discontents

This paper critically synthesizes empirics and issues in discrete inter-disciplinary literatures to identify ‘open innovation’ as part of an emergent regime of accumulation, overlaying and co-existing with flexible production, and encompassing novel firm-level strategies, new forms of corporate networks, and a disturbing capital-labor relation that informalizes innovative work while cultivating entrepreneurial but self-exploiting subjects. I explain the novelty of open innovation, its genealogy, and the implications for people and conditions of work as much as for firms in a new topology of power relations. I cast the ensemble of strategies and tactics encompassed in open innovation as contingent, continually unfolding, and sometimes chaotic if not destructive for both firms and labor, in contrast to the celebratory tone in the business as well as geography and regional studies literatures regarding its benefits for competitiveness, innovativeness, value capture, and development. Open innovation – the externalization of innovation – entails long-run approaches to innovation and investment that are fraught with problems, prompting the development of short-term tactics to engage the challenges. One short-run strategy, crowdsourcing, bypasses the conventional web of inter-firm relations to connect digitally with individuals of the global crowd, enabling firms to reap the benefits of the crowd’s innovative talents, often without remuneration under circumstances that institutionalize informal work. These neoliberal subjects are best understood in terms of multiple subjectivities. I close by connecting the crowdsourcing of innovative with non-innovative work, both of which are parts of the emergent regime associated with new hiring and work practices that usher in new modes of exploitation.     

The Panama Ship Registry: 1917–2017

The Panama Ship Registry has its origins in the year 1917. Nowadays, Panama has the largest vessel registry in the world. The second placed registry in the world ranking is Liberia, which does not have even half the number of Panamanian ships. In this Centennial, the aim of this paper is to analyse the evolution of the Panamanian Registry, the structure of the Panamanian-flagged fleet and the level of compliance with international standards in relation to maritime safety and working conditions. To undertake the analysis, two different qualitative and quantitative approaches are compared and integrated for the evaluation of the Panama Ship Registry: the degree of ratification and enforcement of the Conventions and Recommendations of the International Maritime Organization and International Labour Organization, and the results of Panamanian flagged vessels in inspections carried out within the major Port State Control Memoranda of Understanding. This paper fills a research gap by discussing an approach to the concept of flag of convenience and flag State, Panama is more an international registry, whose role is becoming less important from the points of view of safety or working conditions. The fleet performance evolution has been very positive as evidenced by the data presented in this article regarding Port State Control.     

A general model of lateral depth-averaged velocity distributions for open channel flows

This paper reviews a model, developed by Shiono and Knight [Shiono K, Knight DW. Two-dimensional analytical solution for a compound channel. In: Proceedings of the 3rd international symposium on refined flow modelling and turbulence measurements, Tokyo, Japan, July 1988. p. 503–10; Shiono K, Knight DW. Turbulent open channel flows with variable depth across the channel. J Fluid Mech 1991;222:617–46 [231:693]], which yields analytical solutions to the depth-integrated Navier–Stokes equations, and includes the effects of bed friction, lateral turbulence and secondary flows. Some issues about the original model developed by Shiono and Knight (1988, 1991) are highlighted and discussed. Based on the experimental data concerning the secondary flow, two assumptions are proposed to describe the contribution of the streamwise vorticity to the flow. Two new analytical solutions are compared with the conventional solution for three simple channel shapes and one trapezoidal compound channel to highlight their differences and the importance of the secondary flow and planform vorticity term. Comparison of the analytical results with the experimental data shows that the general SKM predicts the lateral distributions of depth-averaged velocity well.