武汉市城镇化与房地产发展耦合协调度分析     

仇兵奎  张惠 《地域研究与开发》2015,(2):81-84

利用变异系数法、改进的TOPSIS法、耦合协调度模型,对武汉市2002—2013年城镇化与房地产发展协调性进行测度。研究结果表明:1 2002—2013年12年间武汉市城镇化水平与房地产发展状况均呈不断增长态势,城镇化发展综合指数由2002年的0.083 7发展到2013年的0.865 9,房地产发展综合指数由0.306 4上升到0.682 8;2研究期内,武汉市城镇化与房地产发展耦合协调度指数逐年递增,共经历了中度失调、轻度失调、濒临失调、勉强协调与初步协调5个阶段,到2013年底也仅处于初步协调阶段。因此,需要在城镇化推进过程中合理确定城市定位以及城市的主导产业,引导房地产有序发展。  相似文献   

经贸视角下中国周边地缘环境分析——基于社会网络分析方法   总被引：10，自引：0，他引：10  

潘峰华  赖志勇  葛岳静 《地理研究》2015,34(4)

周边对一国地区稳定、经济发展等影响重大,中国也一直奉行“邻国是首要”的外交战略,推行“睦邻、富邻、安邻”的邻国政策.主要分析中国及其周边国家贸易网络,在经济依赖度分析等基础上,借助社会网络分析工具进行程度中心性分析、结构同型分析等一系列分析,从而对中国及其周边国家贸易网络进行多方面解剖.结果表明:中国与周边国家存在不平等的经济依赖度;贸易网络存在较为明显的核心—边缘结构;中国在周边贸易网络中占据主导地位,经济影响力不断上升.研究表明,地缘政治研究中引入社会网络分析方法可以实现空间关系的网络化和网络关系的空间化,深化对地缘环境的认识.  相似文献   

区域产学研体系下创新人才培养研究——以工科专业学位研究生为例     

杨斌 《测绘工程》2015,(3):74-77

从人才创新机制下剖析区域产学研合作体系内涵,分析工科专业学位研究生培养现状及存在问题。以西南科技大学多年来区域产学研联合办学及专业学位发展为例,深入剖析产学研体系下工科专业学位研究生创新人才教育模式,探索总结区域产学研模式下创新型人才培养途径和思路,为进一步壮大工科专业学位研究生培养模式和发展规模提供参考。  相似文献   

基于纵横断面的机载雷达点云数据滤波     

黄迟  张汉德  范学炜  纪红如 《测绘科学》2015,(11):34-38

针对现有基于坡度滤波的改进方法难以同时提升滤波速度与精度的问题,文章提出了一种基于纵横断面的机载LiDAR点云数据滤波方法。该方法视测区为多个断面构成,以行(列)为滤波基本单位,兼顾高程突变的方向信息,分别从纵横断面以基于坡度的判据进行滤波处理,可同时提高计算速度与结果精度。实验结果表明,该算法计算速度快,并且对于不同特征的地形都能取得较好的滤波效果。  相似文献   

基于席尔宾斯基垫片的GIS矢量数据置乱方法     

吴雪荣  李安波  吴赛松  蒋伟  周卫 《测绘科学》2015,(9)

为提高GIS矢量数据在数据传输过程中的隐蔽性,该文结合分形模型席尔宾斯基垫片变换技术,通过对要素点集合中每个点的位置进行置乱处理,实现了一种针对GIS线面图层数据的置乱方法,并基于置乱度的置乱效果评价方法,明确了置乱效果与分形维数之间的正相关关系。实验表明:该方法保持了有效的数据格式和整体形态的相似性,具有较好的隐蔽性和迷惑性;在满足处理效率和隐蔽性应用需求的前提下,可有效保障矢量地理数据在数据传输、数据托管服务、封装存储中的安全性。  相似文献   

利用先验对流层延迟约束加快PPP重新收敛方法     

宋超  郝金明  张鹤 《测绘科学技术学报》2015,(5):441-444

针对卫星信号中断后PPP需要重新收敛的问题,根据对流层延迟参数在短期内变化不大的特点,利用PPP中断前估计的比较精确的对流层延迟参数作为先验信息,提出了一种附加先验对流层信息约束的PPP模型加快PPP的重新收敛。实验结果表明,附加先验对流层信息约束模型的PPP重新收敛过程明显快于传统模型。附加先验对流层延迟信息的标准差越小,约束条件越强,PPP的重新收敛就越快。  相似文献   

地表水渗漏对娘子关岩溶泉泉水水质的影响   总被引：2，自引：2，他引：0       下载免费PDF全文

NULL 《水文》2015,35(5):41-45

娘子关泉水作为阳泉市主要的供水水源,受特定地质结构与人为污染等因素的影响,水质呈现逐年恶化的趋势,部分组分含量目前已处于超标或临界超标状态。在分析泉域岩溶水系统地质结构基础上,通过泉域内各主要河流渗漏量实测与水化学测定,采用物理混合方法评价河流渗漏途径对娘子关泉水水质的污染影响程度。  相似文献   

Winter cover crops in Dutch maize fields: Variability in quality and its drivers assessed from multi-temporal Sentinel-2 imagery     

《International Journal of Applied Earth Observation and Geoinformation》2020

Planting a cover crop between the main cropping seasons is an agricultural management measure with multiple potential benefits for sustainable food production. In the maize production system of the Netherlands, an effective establishment of a winter cover crop is important for reducing nitrogen leaching to groundwater. Cover crop establishment after maize cultivation is obliged by law for sandy soils and consequently implemented on nearly all maize fields, but the winter-time vegetative ground cover varies significantly between fields. The objectives of this study are to assess the variability in winter vegetative cover and evaluate to what extent this variability can be explained by the timing of cover crop establishment and weather conditions in two growing seasons (2017–2018). We used Sentinel-2 satellite imagery to construct NDVI time series for fields known to be cultivated with maize within the province of Overijssel. We fitted piecewise logistic functions to the time series in order to estimate cover crop sowing date and retrieve the fitted NDVI value for 1 December (NDVI_Dec). We used NDVI_Dec to represent the quality of cover crop establishment at the start of the winter season. The Sentinel-2 estimated sowing dates compared reasonably with ground reference data for eight fields (RMSE = 6.6 days). The two analysed years differed considerably, with 2018 being much drier and warmer during summer. This drought resulted in an earlier estimated cover crop sowing date (on average 19 days) and an NDVI_Dec value that was 0.2 higher than in 2017. Combining both years and all fields, we found that Sentinel-2 retrieved sowing dates could explain 55% of the NDVI_Dec variability. This corresponded to a positive relationship (R² = 0.50) between NDVI_Dec and the cumulative growing degree days (GDD) between sowing date and 1 December until reaching 400 GDD. Based on cumulative GDD derived from two weather stations within Overijssel, we found that on average for the past three decades a sowing date of 19 September (± 7 days) allowed to attain these 400 GDD; this provides support for the current legislation that states that from 2019 onwards a cover crop should be sown before 1 October. To meet this deadline, while simultaneously ascertaining a harvest-ready main crop, in practice implies that undersowing of the cover crop during spring will gain importance. Our results show that Sentinel-2 NDVI time series can assess the effectiveness and timing of cover crop growth for small agricultural fields, and as such has potential to inform regulatory frameworks as well as farmers with actionable information that may help to reduce nitrogen leaching.  相似文献   

CMD180T型钻机在尚义地热井施工中的应用          下载免费PDF全文

王雷浩  李光宏  石逊  殷邈 《探矿工程》2020,47(1):58-61

经物探分析在河北省张家口尚义县大青沟镇南海子村东南1.0 km存在深部断裂构造，为了寻找开发坝上地区地热资源，决定在该位置施工一口2000 m深地热井，即穿过该断裂构造寻找导水通道，完成地热井施工任务。施工中采用了CMD180T型钻机，该钻机采用了先进的全液压传动系统，自动化程度高，性能优异，可大大降低操作人员的劳动强度且易于搬迁、易于操作。其优势在这次地热井工程施工过程中得到了充分的体现。  相似文献   

One-dimensional consolidation of soil under multistage load based on continuous drainage boundary     

Yi--> Tian  Wenbing Wu  Guosheng Jiang  M. Hesham El Naggar  Guoxiong Mei  Meijuan Xu  Rongzhu Liang 《国际地质力学数值与分析法杂志》2020,44(8):1170-1183

In engineering practice, a rapid loading rate can result in ground failure when the strength of soft soils is relatively low, and a multistage loading scheme is always utilized to deal with this situation. Firstly, under a multistage load and the continuous drainage boundary, an analytical solution of excess pore-water pressure and consolidation degree is obtained by virtue of the superposition formula of excess pore-water pressure, and a more general continuous drainage boundary under arbitrary time-dependent load is developed. Then, a comparison with existing analytical solutions is conducted to verify the present solution. A preliminary attempt on applying the continuous drainage boundary into the finite element model is made, and the feasibility of the numerical model for the one-dimensional consolidation under the continuous drainage boundary is verified by comparing the results calculated by FEM with that from present analytical solution. Finally, the consolidation behavior of soil is investigated in detail for different int erface parameters or loading scheme. The results show that, in land reclamation projects, a horizontal drain should be placed close to the boundary with a smaller interface parameter to improve the consolidation efficiency. The degree of consolidation is also related to the applied time-dependent load and interface parameters.  相似文献