矿业开发与环境保护关系综述   总被引：4，自引：0，他引：4  

郭路  李云峰  姬亚东 《西北地质》2005,38(2):94-98

笔者介绍了我国矿业发展经历的3个阶段，归纳出我国矿业开发带来的矿山环境问题主要有：地面塌陷、占压破坏土地、改变地质构造、破坏水资源、污染水、污染土壤、污染大气、瓦斯爆炸及河床抬高等。分析了环境恶化的原因主要与区域地质环境条件、历史、经济技术、矿山企业和地方保护主义等因素有关。最后提出了防治矿山环境恶化的对策，对难以治理的地区以预防、避让为主，历史问题由政府和企业共同解决，落实“谁开发、谁保护；谁受益、谁治理；谁破坏、谁恢复”的生态环境保护新机制，加强监管，加强防治对策研究，走综合勘探、综合评价、综合开发、综合利用的发展道路。  相似文献   

成都粘土路堑边坡防护研究     

徐汉斌 《地质灾害与环境保护》2002,13(1):26-28

成都外环路高速公路东半环超过有20km的路段处在成都粘土分布区，针对成都粘土的易滑性，本文提出了全封闭的浆砌片石护坡，土钉墙，非全封闭的锚杆框架护坡，钢纤维混凝土喷锚全封闭护坡，重力式挡土墙等五种方法处理成都粘土路堑边坡工程，施工实践表明，这些方法行之有效，在该类土的边坡防护中值得推广。  相似文献   

Comparative response analysis of conventional and innovative seismic protection strategies     

S. Bruno  C. Valente 《地震工程与结构动力学》2002,31(5):1067-1092

The paper presents a numerical investigation aimed at evaluating the improvements achievable through devices for passive seismic protection of buildings based on the use of shape memory alloys (SMA) in place of conventional steel or rubber devices. To get some generality in the results, different resisting reinforced concrete plane frames were analysed, either protected or not. ‘New’ and ‘existing’ buildings were considered depending on whether seismic provisions are adopted in the building design or not. Base isolation and energy dissipation were equally addressed for both conventional and innovative SMA‐based devices. Fragility analyses were performed using specific damage measures to account for comparisons among different damage types; the results were then used to estimate quantitatively the effectiveness of the various protection systems. More specifically, the assessment involved a direct comparison of the damage reduction provided by each protection system with respect to the severe degradation experienced by the corresponding non‐protected frame. Structural damage, non‐structural damage and damage to contents were used on purpose and included in a subsequent phase of cost analysis to evaluate the expected gains also in terms of economic benefits and life loss prevention. The results indicate that base isolation, when applicable, provides higher degrees of safety than energy dissipation does; moreover, the use of SMA‐based devices generally brings about better performances, also in consideration of the reduced functional and maintenance requirements. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

A model of equilibrium bed topography for meander bends with erodible banks     

Stephen E. Darby  Ivana Delbono 《地球表面变化过程与地形》2002,27(10):1057-1085

Channel curvature produces secondary currents and a transverse sloping channel bed, along which the depth increases towards the outer bank. As a result deep pools tend to form adjacent to the outer bank, promoting bank collapse. The interaction of sediment grains with the primary and secondary flow and the transverse sloping bed also causes meanders to move different grain sizes in different proportions and directions, resulting in a consistent sorting pattern. Several models have been developed to describe this process, but they all have the potential to over‐predict pool depth because they cannot account for the influence of erodible banks. In reality, bank collapse might lead to the development of a wider, shallower cross‐section and any resulting flow depth discrepancy can bias associated predictions of flow, sediment transport, and grain‐size sorting. While bed topography, sediment transport and grain sorting in bends will partly be controlled by the sedimentary characteristics of the bank materials, the magnitude of this effect has not previously been explored. This paper reports the development of a model of flow, sediment transport, grain‐size sorting, and bed topography for river bends with erodible banks. The model is tested via intercomparison of predicted and observed bed topography in one low‐energy (5·3 W m^?2 specific stream power) and one high‐energy (43·4 W m^?2) study reach, namely the River South Esk in Scotland and Goodwin Creek in Mississippi, respectively. Model predictions of bed topography are found to be satisfactory, at least close to the apices of bends. Finally, the model is used in sensitivity analyses that provide insight into the influence of bank erodibility on equilibrium meander morphology and associated patterns of grain‐size sorting. The sensitivity of meander response to bank cohesion is found to increase as a function of the available stream power within the two study bends. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献   

东北地区生态环境保育与绿色社区建设   总被引：12，自引：6，他引：12  

宋玉祥 《地理科学》2002,22(6):655-659

20世纪以来，东北地区资源环境发生了巨大的变化，为全球范围内具有有短时限人地关系高强度作用特征的典型地区之一。区域资源过量消耗、生态环境趋于恶化，可持续发展面临威胁，保育生态环境成为一项十分迫切的任务。建设“绿色社区”，是生态保育的有效措施和重要内容，也是生态建设的一项基础工程，建立绿色社区的目标的营造绿色文化、保育绿色生态和发展绿色经济，建立绿色社区的基本任务是发展生态经济，保育生态环境，解决农村生态环境退化，促进城市可持续发展。提出了绿色社区建设的实施方案。  相似文献   

湿地旅游可持续发展研究   总被引：28，自引：0，他引：28  

鲁铭  龚胜生 《世界地理研究》2002,11(2):72-79

湿地以其独具特色的自然和文化景观为湿地旅游提供了有利条件。本文在可持续发展思想的基础上提出了湿地旅游这一概念，分析了湿地旅游发展与湿地环境保护之间的关系；针对湿地生物多样性、景观多样性、文化多样性等特点对湿地的旅游价值作了进一步的探讨，提出了湿地旅游可持续发展的几点对策。  相似文献   

Gorringe Ridge gravity and magnetic anomalies are compatible with thrusting at a crustal scale     

J. Galindo-Zaldívar  A. Maldonado  A. A. Schreider 《Geophysical Journal International》2003,153(3):586-594

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岷江上游毛榛、辽东栎灌丛及3种人工幼林土壤种子库的比较   总被引：7，自引：0，他引：7  

刘文胜  曹敏  唐勇 《山地学报》2003,21(2):162-168

本文采用野外调查与萌发实验相结合的方法对岷江上游地区自然恢复的灌丛以及 3种人工林的土壤种子库状况进行了比较研究。结果显示 ,各样地土壤种子库的储量为 192 5 0～ 3 13 60粒 /(m2 × 10cm)之间 ,人工林的土壤种子库储量和物种数量都大于自然恢复的灌丛 ,其顺序为连香树Cercidiphyllum japonicum、油松Pinustabulaeformis混交林 >连香树林 >油松林 >毛榛Corylusmandshurica、辽东栎Quercusliaotungensis灌丛 ,各样地土壤种子库密度的垂直分布均为上层 >中层 >下层。在各样地土壤种子库的生活型组成中 ,乔木种类所占比例极少 ,而草本种类的数量较多。在灌丛的土壤种子库中 ,灌木的物种数量及其在种子库中所占的比例均大于人工林。大序醉鱼草Buddlejamacrostachya、喜阴悬钩子Rubusmesogaeus、华西绣线菊Spiraealaeta在种子库中的大量存在明显提高了灌木在各样地土壤种子库中所占的比例  相似文献   

高山增水效应及其水资源意义   总被引：9，自引：1，他引：9  

丁贤荣 《山地学报》2003,21(6):681-685

根据高山上云、雾、雨、雪、径流等水资源丰富现象，分析了高山冰川、植被、地形等与汽-水作用关系，提出高山增水效应概念和高山区水资源开发与保护的新思路。高大山体及其造成的垂向对流、高山冰川和高山植被共同作用形成了高山增水效应，并形成良性增水系统。山体愈高大，增水效应愈明显。对内陆干旱地区开发利用更多的高山水资源具有意义。  相似文献   

三峡库岸城区滑坡治理与沿江公路建设一体化模式--以重庆万州清泉路滑坡为例   总被引：5，自引：0，他引：5  

陈洪凯  唐红梅 《山地学报》2003,21(6):739-744

三峡库岸城区滑坡90%属于由第四纪松散土体组成的散体滑坡,滑坡区属于城区重要组成部分,降雨及三峡库水位降落是此类滑坡孕发的动力因素。本文以重庆万州清泉路滑坡为例,基于库岸城区滑坡防治原则,构建了实用的滑坡治理与沿江路建设一体化模式,推导了抗滑桩的内力计算方法;详细分析了一体化模式的结构组成及受力特性。研究成果对于三峡库区城区滑坡的治理与开发利用具有较强的指导借鉴作用。  相似文献