Land rights in conservation areas in Tanzania     

Ulrike Wanitzek  Harald Sippel 《GeoJournal》1998,46(2):113-128

Conflicts arise increasingly in Tanzania which involve claims in land located in conservation areas. These conflicts arise, in many cases, between members of the local communities and the state authorities in charge of the conservation areas. They concern customary land rights both of pastoral and of agricultural communities, a topic which also touches upon their identities. The article investigates the legal dimension of these disputes by discussing the law governing conservation areas in the wider context of land tenure legislation. Within this context, the legal framework of conservation areas is discussed from both historical and contemporary perspectives. Nature conservation must respect the needs of the local population affected. It is therefore argued that concepts of community-based conservation should be developed further to work towards the goal of integrating nature conservation and the sustainable use of natural resources. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

土壤重金属(镉、铅、铜)化学形态的地理分异研究^*   总被引：17，自引：1，他引：16  

罗金发  夏增禄  孟维奇 《地理研究》1998,17(3):265-272

文章以我国9种主要类型土壤和同一地域的棕壤和四种褐土亚类以及红壤带中的非地带性土壤,如酸、中、石灰性紫色土,探讨了在不同自然地理条件下的土壤中,重金属Cd、Pb、Cu形态赋存状态及形态的分异特征,如土壤Pb的水溶态、交换态和弱结合态的相对百分含量随土壤地理带的分布,具南高北低、东高西低的分异规律。而同一地域各亚类的土壤间差异相对较微小。也探讨了土壤性质,如pH值、有机质与土壤重金属形态区域分异的关系,从而揭示了土壤重金属Pb等元素的形态在南北和东西方向土壤序列中的区域性分异规律。  相似文献   

经济工作的主观愿望与客观实践     

张忠林 《吉林地质》1998,17(1):97-100

实践观点是马克思列宁主义认识论的第一和基本的观点。在经济工作中,坚持实事求是和一切从实际出发的工作作风和思想方法,按经济规律办事,勇于实践和探索,以科学的态度、切实可行的方法,追求经济工作的主观愿望与客观实践的完美统一。  相似文献   

The Henry's Law Constants of the Haloacetic Acids     

D. J. Bowden  S. L. Clegg  P. Brimblecombe 《Journal of Atmospheric Chemistry》1998,29(1):85-107

Henry's law constants K_H (mol kg^-1 atm^-1) have been measured between 278.15 K and 308.15 K for the following organic acids: CH₂FCOOH (ln(K_H[298.15 K]) = 11.3 ± 0.2), CH₂ClCOOH (11.59 ± 0.14), CH₂BrCOOH (11.94 ± 0.21), CHF₂COOH (10.32 ± 0.10), CHCl₂COOH (11.69 ± 0.11), CHBr₂COOH (12.33 ± 0.29), CBr₃COOH (12.61 ± 0.21), and CClF₂COOH (10.11 ± 0.12). The variation of K_H with temperature was determined for all acids except CH₂FCOOH and CBr₃COOH, with _r H° for the dissolution reaction ranging from –85.2 ± 2.6 to –57.1 ± 2.5 kJ mol^-1, meaning that their solubility is generally more sensitive to temperature than is the case for the simple carboxylic acids. The Henry's law constants show consistent trends with halogen substitution and, together with their high solubility compared to the parent (acetic) acid (ln(K_H[298.15 K]) = 8.61), present a severe test of current predictive models based upon molecular structure. The solubility of haloacetic acids and strong dissociation at normal pH mean that they will partition almost entirely into cloud and fog in the atmosphere (0.05–1.0 g H₂O m^-3), but can reside in both phases for the liquid water contents typical of aerosols (10^-5-10^-4 g H₂O m^-3).  相似文献   

论民间法对中国少数民族地区环境法制建设的贡献   总被引：1，自引：0，他引：1  

廖华 《云南地理环境研究》2007,19(5):50-54

创始于西方国家的环境法以工业化和民主政治为基础,在工业化程度不高、民主意识欠缺的少数民族地区开展环境法制建设必须尊重当地少数民族的自治权利及社会的法文化传统,发挥民间法对环境法制建设的贡献.因为民间法作为历史文化遗留有巨大的惯性力量,是实际存在于中国现代社会的有效秩序和规范来源.少数民族地区广泛存在的与环境保护相关的民间法能够成为地方环境立法的来源,帮助人们认同国家环境立法,并且弥补国家环境立法的空白,全面细致地规范人们开发利用环境的行为.  相似文献   

Modified Moving Particle Semi-implicit methods for the prediction of 2D wave impact pressure     

A. Khayyer  H. Gotoh 《Coastal Engineering》2009

As a gridless particle method, the MPS (Moving Particle Semi-implicit) method has proven useful in a wide variety of engineering applications including free-surface hydrodynamic flows. Despite its wide range of applicability, the MPS method suffers from some shortcomings such as non-conservation of momentum and spurious pressure fluctuation. By introducing new formulations for the pressure gradient and a new formulation of the source term of the Poisson Pressure Equation (PPE), and by allowing a slight compressibility, we have proposed modified MPS methods for the prediction of wave impact pressure on a coastal structure. The improved performance of the modified methods is shown through the simulation of numerous wave impact problems (including the impacts by a dam break flow, a flip-through and two cases of slightly-breaking waves) in comparison with the experimental data.  相似文献   

京津冀城市用地形态的双分形特征及其演化   总被引：1，自引：1，他引：1  

赵静湉  陈彦光  李双成 《地理科学进展》2019,38(1):77-87

区域城乡一体化的标志之一是城镇体系结构的一体化,这个过程可以从标度的角度进行描述和评价。分形是标度分析的重要方法,地理空间无尺度分布特征的典型参数是分维。论文以京津冀城镇体系为例,利用遥感图像的解译数据和人口普查数据开展分形分析、位序-规模分布分析和异速标度分析,用以解释1995—2013年间京津冀城镇体系演化的过程。结果表明,京津冀城镇体系及其演化的特征有：①京津冀空间结构和位序-规模分布都表现为自仿射双分形结构;②京津冀区域的城市人口-城区面积异速标度退化为假线性关系;③随着城镇体系的演化,自仿射的双分形结构逐步向自相似分形结构演化。由此得出结论：其一,京津冀城镇体系存在结构性的不协调因素。其空间结构和等级结构具有二元化特征,但演化方向却呈现内在结构一体化的显著趋势。其二,大城市用地不够集约。城市边缘区的无序扩张导致土地利用铺张浪费。地方政府和规划专家可以有意识地利用城镇体系演化的这种特征和趋势制定管理措施和优化规划方案。  相似文献   

Numerical calculation of free-surface potential flow around a ship using the modified Rankine source panel method     

Md. Shahjada Tarafder  Kazuo Suzuki 《Ocean Engineering》2008,35(5-6):536-544

A modified Rankine source panel method is presented for solving a linearized free-surface flow problem with respect to the double-body potential. The method of solution is based on the distribution of Rankine sources on the hull as well as its image and on the free surface. An iterative algorithm is used for determining the free surface and wave resistance using upstream finite difference operator. A verification of numerical modeling is made using the Wigley hull and the validity of the computer program is examined by comparing the details of wave profiles and wave making resistance with Series 60 model.  相似文献   

Elastic-plastic analysis for pile-anchor supporting system of deep foundation pit     

JIN Yingyu  BAI Yu College of Construction Engineering  Jilin University  Changchun  China 《东北亚地学研究》2009,(4):236-240

By using numerical analysis methods to simulate the deep excavation, a lot of analyses are established on the basis of two-dimensional plane strain, ignoring the fact that foundation pit possesses three dimensions. For soil constitutive relation, people always take linear and nonlinear model, without considering the plastic behavior of soil. Using plastic-elastic hardening model to simulate constitutive relation of soil characteristics, the authors carried out mechanical analysis for pit excavation and support. The results show that the analysis for the stress state of pile anchor system is an effective way which provides theoretical basis for calculation of soil displacement.  相似文献   

Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing     

Zhen‐Yu Yin  Pierre‐Yves Hicher 《国际地质力学数值与分析法杂志》2008,32(12):1515-1535

The aim of this paper is to present a methodology for identifying the soil parameters controlling the delayed behaviour from laboratory and in situ pressuremeter tests by using an elasto‐viscoplastic model (EVP‐MCC) based on Perzyna's overstress theory and on the elasto‐plastic Modified Cam Clay model. The influence of both the model parameters and the soil permeability was studied under the loading condition of pressuremeter tests by coupling the proposed model equations with Biot's consolidation theory. On the basis of the parametric study, a methodology for identifying model parameters and soil permeability by inverse analysis from three levels of constant strain rate pressuremeter tests was then proposed and applied on tests performed on natural Saint‐Herblain clay. The methodology was validated by comparing the optimized values of soil parameters and the values of the same parameters obtained from laboratory test results, and also by using the identified parameters to simulate other tests on the same samples. The analysis of the drainage condition and the strain rate effect during a pressuremeter test demonstrated the coupled influence of consolidation and viscous effects on the test results. The numerical results also showed that the inverse analysis procedure could successfully determine the parameters controlling the time‐dependent soil behaviour. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献