云南省禄劝县开发方向的初步研究   总被引：1，自引：0，他引：1  

史瑞英  相红霞  张碧星 《云南地理环境研究》2006,18(3):79-81,95

云南省禄劝县隶属昆明市辖区,是一个国家级扶贫开发重点县之一.境内河流众多,水资源丰富,但地表切割强烈,山高谷深,坝地仅占总面积的1.6%,复杂的地貌条件严重制约了县域经济的发展.从禄劝县资源优势出发,变劣势为优势,提出发展生态种植业,生态养殖业和生态林果业的持续农业发展方向,使禄劝县发展成昆明市的菜篮子基地,为农民脱贫致富,增加收入提出了一条切实可行的路子.  相似文献   

城市生态景观的构建研究     

龚克 《云南地理环境研究》2006,18(6):34-36,47

运用景观生态学、旅游规划学、城市规划理论来认识城市生态景观并分析其具有和谐性、整体性、多样性、畅达性、安全性、可持续性等特点，阐述以人为本、尊重地域和历史文化、生态、满足市民休闲与游憩需求等构建原则，认为重点抓好自然廊道和斑块等自然生态景观的建设、重视人工廊道和城市建筑密集区的景观效果、完善城市生态景观的空间结构体系等是构建和谐城市生态景观的重要途径。  相似文献   

海南岛东南海岸带景观生态规划   总被引：3，自引：0，他引：3  

汪永华  李若英 《地域研究与开发》2006,25(5):103-107

对海南岛东南海岸带进行了景观生态规划。根据海南岛东南海岸带的自然资源条件与经济运行特点，将研究区划分为4个生态区：近岸热带海洋旅游区；海水养殖区；海岸平原粮牧生态区；生态林业区。各区的生态与社会经济特征不同，在利用与管理各生态区的过程中应该采取不同的对策措施，即加强宣传教育与宏观管理，以重点项目建设为契机，加快生态经济建设，优化生态经济结构。建立生物多样性管护区。  相似文献   

Ecological risk assessment for heavy metal contamination of a new consideration Agricultural soils     

《中国地球化学学报》2006,25(B08):123-123

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新疆和田河水资源利用与绿色走廊生态建设研究   总被引：2，自引：0，他引：2  

阿布都热合曼·哈力克  克力木江 《地域研究与开发》2006,25(2):111-114

水是和田河绿色走廊形成与演变最重要的因素。虽然和田河径流量年际变化比较平稳．但年内径流量洪枯季节差异十分悬殊，人工调配水资源的难度较大。随着人类开发利用水资源规模扩大．水资源时空分布格局发生变化，中上游人工绿洲面积扩大，下游绿色走廊植被衰竭，土地荒漠化日趋严重，走廊生态环境持续恶化。文章分析了和田河水资源变化对下游绿色走廊兴衰的影响过程，提出了合理利用水资源、保护绿色走廊生态环境的对策建议。  相似文献   

中国林业血防生态工程建设   总被引：7，自引：1，他引：7  

彭镇华 《湿地科学与管理》2006,2(4):4-7

我国血吸虫病危害严重。林业血防工程建设经过近20年来的研究探索,已成为血防工作的重要内容,在血吸虫病防治中发挥了积极作用。本文对我国血吸虫病流行的根源、林业血防工程建设的理念及其抑螺防病机理进行了系统阐述,对即将启动实施的全国林业血防工程建设进行了介绍,并就如何搞好林业血防工程建设提出了几点建议。  相似文献   

实施流域生态管理的长江中下游湿地保护探讨   总被引：4，自引：1，他引：4  

鲍达明  王学雷  吕宪国 《湿地科学》2006,4(2):96-100

长江中下游地区湿地分布广泛且类型多样,是我国淡水湖泊分布最集中和最具有代表性的地区。为了从根本上解决长江中下游湿地利用面临的问题,实现湿地资源的可持续利用,保护湿地环境,解决区内上、下游用水的供需矛盾,实现水资源的优化配置,调动区域湿地保护的积极性和主动性,有必要遵循湿地流域分布规律,应用流域生态学最新理论与实践成果,进行流域生态管理。一方面,要从流域角度处理好几大江湖关系、蓄泄关系、湖垸关系和山湖(河)关系等;另一方面,在流域内建立统一协调机制,对流域湿地进行保护与合理利用、合理布局和统一规划;同时在保护的前提下,科学合理地利用长江中下游湿地资源,开拓新的生产力。  相似文献   

Rock fracturing by explosive energy: review of state-of-the-art   总被引：1，自引：0，他引：1  

M. R. Saharan  H. S. Mitri  J. L. Jethwa 《Fragblast: International Journal for Blasting and Fragmentation》2006,10(1):61-81

A study of the dynamic rock fracture initiation and propagation due to explosive energy is presented through a detailed state-of-the-art review. Explosive energy dissipation in crushing and fracturing is examined and the various means to enhance the explosive energy utilization for dynamic rock fracturing are reviewed. The study highlights the need for a better understanding of the dynamic fracturing process particularly in the presence of in situ stresses in the rock mass.  相似文献   

Modeling the cyclic swelling pressure of mudrock using artificial neural networks     

M. Moosavi  M.J. Yazdanpanah  R. Doostmohammadi 《Engineering Geology》2006,87(3-4):178-194

The stochastic nature of the cyclic swelling behavior of mudrock and its dependence on a large number of interdependent parameters was modeled using Time Delay Neural Networks (TDNNs). This method has facilitated predicting cyclic swelling pressure with an acceptable level of accuracy where developing a general mathematical model is almost impossible. A number of total pressure cells between shotcrete and concrete walls of the powerhouse cavern at Masjed–Soleiman Hydroelectric Powerhouse Project, South of Iran, where mudrock outcrops, confirmed a cyclic swelling pressure on the lining since 1999. In several locations, small cracks are generated which has raised doubts about long term stability of the powerhouse structure. This necessitated a study for predicting future swelling pressure. Considering the complexity of the interdependent parameters in this problem, TDNNs proved to be a powerful tool. The results of this modeling are presented in this paper.  相似文献   

Compressibility and swelling characteristics of Al-Khobar Palygorskite, eastern Saudi Arabia   总被引：1，自引：0，他引：1  

Saad A. Aiban   《Engineering Geology》2006,87(3-4):205-219

Expansive soils are found in different locations in eastern Saudi Arabia. The area is arid with high temperatures, highly variable humidity and an excessive rate of evaporation compared to the low precipitation. This resulted in the formation of water sensitive soils. In the present investigation, line valve buildings for a sweet water feeder (1118 mm in diameter) were constructed on a highly expansive material consisting mainly of brown palygorskite and gray palygorskite with thin sheets of gypsum and limestone. Block samples from both palygorskites were brought to the laboratory and cores as well as remolded samples were obtained from the blocks. The two palygorskites were found to be highly plastic and have a very high swelling potential. The liquid limit (LL) and plastic limit (PL) values for the brown palygorskite are 261% and 140%, respectively. The gray palygorskite has a LL of a 285% and a PL of 123%. The oedometer free swell tests for the two palygorskites produced an expansion ranging between 31.8% and 42.5% for the remolded samples. However, the expansion for cores ranges between 8.3% and 19.3%. The constant volume pressure tests produced a stress in excess of 4240 kPa. The swell potential reached a steady state after four days while the swelling pressure reached a steady state in about 3 h. The paper addresses the geology of the area, the characterization of the geomaterial including mineralogical composition using X-ray diffraction and SEM techniques and the swelling characteristics of the material.  相似文献