基于栅格空间数据的粤北山区土地可持续利用评价

土地可持续利用是区域发展的立足之本,是可持续发展战略的核心内容之一,进行科学的土地可持续利用评价具有十分重要的意义。选择粤北山区的韶关市作为研究区域,利用遥感和G IS技术,构建一套适合研究区域的土地可持续利用评价指标体系,并提出一个土地可持续利用定量评价模型。然后对评价指标数据进行标准化和空间化处理,对研究区域进行基于栅格空间数据的土地可持续利用评价。最后总结研究区的土地可持续利用状况,提出适合研究区域土地可持续利用的可行性建议。     

四川南充嘉陵江曲流的形成及曲流地质公园建立的意义

嘉陵江曲流地貌景观在世界曲流地貌中具有典型性和代表性。系统的阐述了嘉陵江曲流的演化、形成,并进行了与国际河谷曲流的对比研究,提出建立国家级曲流地质公园的意见和保护建议。     

孔雀河斜坡东南部中上奥陶统物源研究新认识

通过对塔里木盆地孔雀河斜坡东南部地区中晚奥陶系砂岩中重矿物分析研究,表明库鲁克塔格露头样品稳定重矿物为锆石-电气石-石榴石-磁铁矿-赤褐铁矿组合,孔雀1井样品稳定重矿物为锆石-石榴石-电气石-白钛石组合,二者有些差异,但分析结果反映了同样的母岩性质.研究区内沉积岩母岩主要来自于酸性、中基性岩浆岩和部分变质岩,为混源产物.结合对地震剖面的分析,认为研究区物源来自南(阿尔金造山带)和北(库鲁克塔格隆起)两部.根据稳定重矿物ZTR指数判断,南、北两个方向而来的沉积物在孔雀1井附近交汇,并沿各自路线运移、沉积.     

平山县泥石流的形成特征和机理分析

平山县是河北省太行山区主要泥石流地质灾害频发区,每年7～8月份强降雨期间,沟谷源头侧壁岩土体在雨水的浸泡下失稳破坏,形成崩塌与滑坡,崩滑的岩土体与沟源洼地中积聚的洪水迅速混合形成泥石流。本文认真分析了该区泥石流的分布概况,研究了泥石流灾变的形成特征,并从泥石流形成的物源条件和动力条件两方面分析了泥石流发生的机理和崩滑转化机制。     

国外招投标规则浅析

招投标作为当今国际贸易的主要方式越来越被人们所关注。本文从地理信息产业突破传统模式,与国际接轨开展更广泛的商务活动的角度,阐述国际市场的状况以及国外的地理信息产业工程项目招投标法规、行业规则及应用模式等。招投标规则的使用是顺应发展的必然需要,是以较高的合作水平进入国际市场,顺利深入开展国际间合作的必然趋势。     

Pumping decisions for sustainable development of groundwater resources in areas of grassland degradation: a case study in Lanqi Banner, Inner Mongolia, China

The best planting alternatives for satisfying high water use demands of forage and fodder crops in a region of Inner Mongolia, China, were determined by a multiobjective distributed-parameter groundwater management model. These alternatives took account of different cropping patterns and pumping decisions associated with both temporal and spatial aspects of water allocation. The model was developed for phreatic, homogenous, and isotropic aquifers using the response matrix technique of quadratic programming theory and, in this case, using the alternative direction implicit (ADI) scheme. Model solutions using effective rainfall with a probability of 50%, show that average water table drawdown in the planning period (2006–2017) is 0.22 m and the groundwater fluctuation in each pumping well is very low. In order to evaluate the pumping decisions under an effective rainfall with a probability of 75%, a sensitive analysis was also conducted. Analysis shows that it is useful to apply the results from the proposed model to control the landscape degradation due to overgrazing and overpumping activities.     

山东省日照市蓝色经济区工程建设适宜性评价

本文以山东省日照市蓝色经济区为研究区, 通过野外地质调查和室内综合分析, 选取场地稳定性、工程地质条件、地下水条件, 地形排水条件、地质灾害及其他因素6个一级评价因子, 构造活动、场地土类型、建筑场地类别等13个二级评价因子, 利用专家-层次分析定权法进行区内工程建设适宜性评价, 得到了相应工程建设评价分区图。评价结果表明, 日照市场地工程建设适宜性总体较好, 大部分地区适宜进行高层建筑工程建设, 占84.50%; 地下空间开发利用条件优越, 全区多数地区属于城市地下空间建设适宜区, 适宜性差及不适宜区主要分布在付疃河两岸附近和海岸附近、大型高速公路和铁路沿线一带区域及城区; 轨道交通建设适宜性良好, 小部分不适宜区主要集中在付疃河下游夹仓和小古镇一带及其沿海地区。评价结果可有效地服务于该地区规划布局、建设发展和工程选址, 具有重要的理论和实践指导意义。     

OBE理念下GIS空间分析课程思政教学设计与实践

以成果导向教育(Outcome Based Education,OBE)和课程思政理念为指导进行课程设计与实践,是地理信息科学专业应用型人才培养的发展趋势.围绕专业人才培养目标和课程教学目标,以反向设计为原则,结合专业毕业要求,确定课程学习成果,然后以成果为导向,设计实施教学改革,将思政元素有机融入专业教学中,培养学生综合素养.地理信息系统(Geographic Information System,GIS)方向的课程《GIS空间分析》是地理信息科学专业核心课程,探索和实施成果导向下的课程思政教学目标的达成,围绕教学目标进行有效的教学设计,结合课程内容从理论知识和实践操作两个层面进行课程思政教学融入设计,提出课程思政融入专业课教学的典型案例和实施路径,包括制定课程目标、确定学习成果、探索和实施新型教学方式、优化课程考核和评价方式等方面.     

Universal birefringent filter with a new double passband mode

This article describes the universal birefringent filter (UBF) which will be mounted at Taiwan. The UBF permits observations of solar images, vector magnetic fields and/or line-of-sight velocity fields in any Fraunhofer line in the wavelength region from 4000 to 7000 with half width from 0.05 to 0.14 . We have tested it at ten Fraunhofer lines under a spectral telescope in Huairou Station of Beijing Astronomical Observatory and obtained the passband profiles. The principles of magnetic field and velocity field measurement with the UBF are also described.     

Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil

In order to reduce the brittleness of soil stabilized by lime only, a recent study of a newly proposed mixture of polypropylene fibre and lime for ground improvement is described and reported in the paper. To investigate and understand the influence of the mixture of polypropylene fibre and lime on the engineering properties of a clayey soil, nine groups of treated soil specimens were prepared and tested at three different percentages of fibre content (i.e. 0.05%, 0.15%, 0.25% by weight of the parent soil) and three different percentages of lime (i.e. 2%, 5%, 8% by weight of the parent soil). These treated specimens were subjected to unconfined compression, direct shear, swelling and shrinkage tests. Through scanning electron microscopy (SEM) analysis of the specimens after shearing, the improving mechanisms of polypropylene fibre and lime in the soil were discussed and the observed test results were explained. It was found that fibre content, lime content and curing duration had significant influence on the engineering properties of the fibre–lime treated soil. An increase in lime content resulted in an initial increase followed by a slight decrease in unconfined compressive strength, cohesion and angle of internal friction of the clayey soil. On the other hand, an increase in lime content led to a reduction of swelling and shrinkage potential. However, an increase in fibre content caused an increase in strength and shrinkage potential but brought on the reduction of swelling potential. An increase in curing duration improved the unconfined compressive strength and shear strength parameters of the stabilized soil significantly. Based on the SEM analysis, it was found that the presence of fibre contributed to physical interaction between fibre and soil whereas the use of lime produced chemical reaction between lime and soil and changed soil fabric significantly.