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旅游资源开发潜力评价体系的构建与应用 被引量:1
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作者 吴臻霓 《科技创新导报》 2008年第34期209-210,共2页
本文以宁德市为例在系统研究旅游资源评价的已有研究成果的基础上,综合运用多种研究方法,指出构建旅游资源开发评价体系的必要性,运用层次分析法(AHP)构建旅游资源开发潜力评价指标体系。在评价模型的构建上,创新地引入了旅游资源品牌... 本文以宁德市为例在系统研究旅游资源评价的已有研究成果的基础上,综合运用多种研究方法,指出构建旅游资源开发评价体系的必要性,运用层次分析法(AHP)构建旅游资源开发潜力评价指标体系。在评价模型的构建上,创新地引入了旅游资源品牌价值评价,并增设了环境保护系数。 展开更多
关键词 旅游资源开发著力评价体系 品牌价值评价 环境保护系数 宁德市
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Limiting drainage criterion for groundwater of mountain tunnel 被引量:1
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作者 程盼 赵炼恒 +2 位作者 李亮 邹金锋 罗伟 《Journal of Central South University》 SCIE EI CAS 2014年第12期4660-4668,共9页
Large amount of groundwater discharging from tunnel is likely to cause destruction of the ecological environment in the vicinity of the tunnel, thus an appropriate drainage criterion should be established to balance t... Large amount of groundwater discharging from tunnel is likely to cause destruction of the ecological environment in the vicinity of the tunnel, thus an appropriate drainage criterion should be established to balance the tunnel construction and groundwater.To assess the related problems, an limiting drainage standard ranging from 0.5 to 2.0 m3/(m·d) was suggested for mountain tunnels based on survey and comparative analysis. After that, for the purpose of verifying the rationality of the standard, a calculated formula for dewatering funnel volume caused by drainage was deduced on the basis of the groundwater dynamics and experience method.Furthermore, the equation about the relationship between water discharge and drawdown of groundwater table was presented. The permeability coefficient, specific yield and groundwater table value were introduced, and then combined with the above equation, the drawdown of groundwater table under the proposed limiting drainage criterion was calculated. It is shown that the proposed drainage standard can reach the purpose of protecting ecological environment under the following two conditions. One is the permeability coefficient ranges from 10-4 to 10-5 m/s and the specific yield ranges from 0.1 to 0.001. The other is the permeability coefficient varies from 10-6 to 10-8 m/s and the specific yield varies from 0.1 to 0.01. In addition, a majority of common geotechnical layers are involved in the above ranges. Thus, the proposed limiting drainage standard which ranges from 0.5 to 2.0 m3/(m·d) for mountain tunnel is reasonable. 展开更多
关键词 mountain tunnel groundwater dewatering funnel limiting drainage criterion drawdown of groundwater table
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