湖南通道"百里侗文化旅游长廊"开发研究   总被引：1，自引：1，他引：1  

杨洪  黄静  李树棋  刘艳 《热带地理》2007,27(5):466-471

侗文化是中华民族文化中的一块瑰宝,通道侗族自治县是中国侗文化的典型代表。通道县侗族民居、侗族建筑、侗族民风民俗种类丰富,特色鲜明,保存完整,为通道县发展旅游经济提供了重要的资源基础。文中客观分析了湖南通道"百里侗文化旅游长廊"开发的竞争优势和不利条件,从空间结构、开发定位、开发方向、开发重点、区域合作、侗文化保护等方面,提出了湖南通道"百里侗文化旅游长廊"开发思路。  相似文献   

陕北煤炭基地的矿井水资源及利用   总被引：10，自引：2，他引：10  

范立民  李保平 《地下水》2007,29(5):1-3,7

简要论述了陕北地区煤矿开发的水文地质条件,对矿井水资源量、水质及利用途径进行了阐述.该区大型煤矿每天排水1 500～3 000 m3,中型煤矿也有500 m3左右,小煤矿每天排水30～100 m3,利用好矿井疏干水,不仅可以解决能源化工基地建设的用水需求,而且符合国家产业政策和环境保护的要求,是陕北能源化工基地建设的必然选择.  相似文献   

锦州市近岸海域水质特征分析及污染防治措施     

尹桂丽 《地下水》2007,29(5):81-82,134

应用综合污染指数法对锦州市近岸海域8个监测点位以及全海域2004年和2005年水质特征进行了分析,其结果表明全海域污染比较严重,且中度污染范围较广,近90%.除4#监测点属轻度污染,其余均属中度污染,且5#和7#监测点污染程度有加重趋势,应予以重视,最后就锦州市海水污染特征提出了相关防治措施.  相似文献   

建立地震发射台的建议   总被引：31，自引：0，他引：31  

陈颙  王宝善  葛洪魁  徐平  张尉 《地球科学进展》2007,22(5):441-446

目前地球上有成千上万个地震台，但它们都是接收地震波的地震台。建议建立一种新型的地震台，这种地震台用人工的方法不断地向外发射地震波，照亮需要研究地区的地下结构，研究特定的科学问题。建立地震发射台的核心问题是选择合适的人工震源，近年来出现的绿色环保震源，以及现代信息处理技术的发展，使得建立照亮10万km2(深至Moho面)地区地下结构的地震发射台已经完全是可能的。  相似文献   

发展中的板块边界:天山-贝加尔活动构造带   总被引：5，自引：1，他引：5  

冯锐  马宗晋  方剑  吴宣 《地学前缘》2007,14(4):1-17

亚洲内陆的强地震密集地发生在天山-贝加尔一线,但该处并不存在一条连续的大断裂,学术界对这个问题的认识长期相左。文中分析了这条地震带的时空分布、分区特点、应力状态和活动周期,计算了欧亚大陆的布格重力异常场、均衡重力异常场,反演了上地幔的密度分布和剪切波速分布。发现在这个部位的70~250km的深部有一条北东向的密度、速度陡变带,它是新生代的冷地幔和热地幔的交界带,与浅部构造存在立交关系,对亚洲大陆的现今构造运动和应力场具有重要的控制作用。这个带的地震不同于传统意义上的板缘地震和板内地震,是一种因为深浅构造不同而造成的结构性地震,性质上为大陆内缘地震。文中还就深浅构造的空间立交关系、时间镜像关系进行了讨论,指出在南北地震带和伊朗东侧地震带的立交结构也与上地幔构造有关。天山-贝加尔活动构造带是正在发展中的板块边界,是大陆内部的一个典型构造,北侧为稳定的俄罗斯-西伯利亚次板块,南侧为活动的中国-东南亚次板块。  相似文献   

大埋深条件下降雨入渗补给的初步分析     

周春华  徐海芳  何锦 《地下水》2007,29(1):47-49

运用SWAP模型对太行山山前平原--河北省栾城县田间土壤水分运动进行了数值模拟.从土水势及土壤含水量等方面,初步分析了降雨灌溉入渗补给条件下土壤水分运动的规律.通过分析和讨论,探求了大埋深条件下降雨入渗过程,初步揭示了降雨入渗对地下水位变化的影响.  相似文献   

滨海多层含水层系统中海潮引起的地下水位波动     

郭巧娜  李海龙  夏玉强  李国徽 《地下水》2007,29(2):27-31

通过对一个滨海多层含水层系统的考察,该含水层系统由上、下弱透水层和介于中间的承压含水层组成,海底露头处被淤泥层覆盖.建立了描述该系统中地下水水头随潮汐波动的数学模型,并得到其解析解.该解析解与六个基本参数有关,分别是承压含水层的海潮传播参数,淤泥层的无量纲透水系数,上下弱透层与承压含水层贮水率的比率 (无量纲)和上下弱透层的无量纲越流.当这些参数取某些特殊值时,我们的解便化简为前人考虑的几种简单情形对应的解.分析表明,承压含水层中地下水水头波幅是上、下弱透水层贮水率和越流系数的减函数,是淤泥层相对透水系数的增函数;波动相位(时滞)是上、下弱透水层贮水率和越流系数的增函数,是淤泥层相对透水系数的减函数.  相似文献   

Link between convection and meridional gradient of sea surface temperature in the Bay of Bengal   总被引：2，自引：0，他引：2  

D. Shankar  S. R. Shetye  P. V. Joseph 《Journal of Earth System Science》2007,116(5):385-406

We use daily satellite estimates of sea surface temperature (SST) and rainfall during 1998–2005 to show that onset of convection over the central Bay of Bengal (88–92°E, 14–18°N) during the core summer monsoon (mid-May to September) is linked to the meridional gradient of SST in the bay. The SST gradient was computed between two boxes in the northern (88–92°E, 18–22°N) and southern (82–88°E, 4–8°N) bay; the latter is the area of the cold tongue in the bay linked to the Summer Monsoon Current. Convection over central bay followed the SST difference between the northern and southern bay (ΔT) exceeding 0.75°C in 28 cases. There was no instance of ΔT exceeding this threshold without a burst in convection. There were, however, five instances of convection occurring without this SST gradient. Long rainfall events (events lasting more than a week) were associated with an SST event (ΔT ≥ 0.75°C); rainfall events tended to be short when not associated with an SST event. The SST gradient was important for the onset of convection, but not for its persistence: convection often persisted for several days even after the SST gradient weakened. The lag between ΔT exceeding 0.75°C and the onset of convection was 0–18 days, but the lag histogram peaked at one week. In 75% of the 28 cases, convection occurred within a week of ΔT exceeding the threshold of 0.75°C. The northern bay SST, T _N , contributed more to ΔT, but it was a weaker criterion for convection than the SST gradient. A sensitivity analysis showed that the corresponding threshold for T _N was 29°C. We hypothesise that the excess heating (∼1°C above the threshold for deep convection) required in the northern bay to trigger convection is because this excess in SST is what is required to establish the critical SST gradient.  相似文献   

Performance of surface footing on geocell-reinforced soft clay beds   总被引：2，自引：0，他引：2  

Sitharam G. Thallak  Sireesh Saride  Sujit Kumar Dash 《Geotechnical and Geological Engineering》2007,25(5):509-524

This paper presents the results of laboratory model tests carried out to develop an understanding of the behaviour of geocell-reinforced soft clay foundations under circular loading. Natural silty clay was used in this study. The geocells were prepared using biaxial polymer grid. The performance of the reinforced bed is quantified using non-dimensional factors i.e., Bearing capacity improvement factor (I_f) and Percentage reduction in footing settlement (PRS). The test results demonstrate that the geocell mattress redistributes the footing load over a wider area thereby improving the performance of the footing. The load carrying capacity of the clay bed is increased by a factor of up to about 4.5 times that of unreinforced bed. From the pressure-settlement responses, it is observed that the geocell-reinforced foundation bed behaves as a much stiffer system compared to the unreinforced case indicating that a substantial reduction in footing settlement can be achieved by providing geocell reinforcement in the soft clay bed. The maximum reduction in footing settlement obtained with the provision of geocell mattress of optimum size placed close to the footing is around 90%. Further improvement in performance is obtained with provision of an additional planar geogrid layer at the base of the geocell mattress.  相似文献   

湘南多金属矿集区的圈定及深大断裂构造在成矿中的控制作用     

唐朝永  张南锋  周兴良  刘利生 《矿产与地质》2007,21(5):538-541

湘南多金属矿集区是一个世界级的多金属矿集区，包含有三条有色多金属亚成矿带。其成矿活动与深大断裂带关系密切，深大断裂为深部成矿物质提供了构造通道条件，控制了矿集区内多金属亚成矿带的形成和分布，深大断裂的交汇部位则控制了大型、超大型矿床（田）的产出。  相似文献