大城市近郊农地流转的时空特征及影响因素

以武汉市蔡甸区为例,结合多源、多时段的村级农地流转数据,采用探索性空间分析和多元线性回归分析方法,揭示大城市近郊农地流转的时空特征及影响因素。研究发现：① 流转规模呈跨越式增长,经历快速增长和短期减速增长两个阶段,流转速度受土地政策影响较大;农地流转的空间分布由随机转向集聚,高高集聚区由主干道沿线转移至以农业为主的平原街镇,低低集聚区由不显著到集中于城镇化水平较高的街镇;② 控制自然、区位、社会经济等因素后,发现流转主体、流转用途对农地流转具有显著影响。建议清楚把握农地流转时空演化特征,合理选择流转主体和流转用途,以优化大城市近郊的人地关系,促进城乡统筹和乡村振兴。     

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????????????????GNSS??????????????о???????????1???????????????????仯?????????????仯????????仯???????仯?й??2???????????????????????????????????????????????仯????????С??3?????3.5 m????????????????????????????????????????     

我国几个矿区叶蜡石X射线粉晶衍射研究

对我国几个主要类型叶蜡石矿的叶蜡石做了X射线粉晶衍射研究。从大量实验结果发现,所研究叶蜡石存在单斜晶系和三斜晶系两种多型。单斜晶系(2M);空间群G_(2h)~6-C2/c,a=5.175A,b=8.902A,c=18.673A,β=100.1°,Z=4;三斜晶系(1Tc):空间群P_c,a=5.162A,b=8.965A,c=9.346A,a=91.2°,β=99.96°,γ=89.91°,Z=2。     

Analog simulation of urban construction land supply and demand in Chang-Zhu-Tan Urban Agglomeration based on land intensive use

Journal of Geographical Sciences - Urban land intensive use is an important indicator in harmonizing the relationship between land supply and demand. The system dynamics (SD) can be used to...     

基于MapObjects的高速公路气象预报服务系统

以陕西省为例.详细介绍了基于地理信息系统的高速公路气象预报服务系统的设计开发,以及系统的开发方法和核心技术.系统采用SQL Server 2000管理系统数据库.使用ADO动态数据连接引擎实现数据通信,利用Visual Basic 6.0与MapObjects二次开发组件技术,采用嵌入式集成方式,实现了道路天气查询、公路天气预报发布等专业应用与基本地理信息功能的有机集成,大大提高了公路交通气象服务能力.该系统具有很好的可移植性,可以应用于其他省市的高速公路气象预报服务中.     

1991 年6月江淮持续暴雨的云系特征分析

通过对GMS静止卫星的红外数据处理，获得了1991年夏季江淮梅雨期暴雨大范围的平均云分布。对1991年6月6次江淮暴雨过程逐时和3小时的GMS红外云图动画和照片的分析，得到了该地区梅雨期暴雨的三种中低纬云系相互作用的云型演变模型图，并利用由卫星气象中心处理的NOAA卫星的TOVS水汽反演资料，结合低层的θse和急流分析，给出了1991年6月江淮暴雨的水汽输送的一些特征。     

黄原胶改性微米铁修复地下水中Cr(Ⅵ)污染的试验

为了解决微米铁的重力沉降问题,提高微米铁修复地下水Cr（Ⅵ）污染的原位修复效果,本文利用黄原胶对微米铁进行改性,并通过沉降实验探究改性微米铁浆液的稳定性,同时选择Cr（Ⅵ）作为目标污染物,探究黄原胶改性微米铁去除地下水Cr（Ⅵ）污染的降解能力。实验结果显示：当黄原胶的投加质量浓度分别为0.0、1.0、1.5、2.0、2.5、3.0、6.0 g/L时,改性微米铁浆液的悬浮稳定性逐渐得到加强,在5 h沉降实验结束时,对应的相对分光光度值分别为0.05、0.25、0.46、0.57、0.65、0.73和0.87;黄原胶具有抑制微米铁吸附Cr（Ⅵ）的能力,其可促进Cr（Ⅵ）的还原,提高Cr（Ⅵ）的去除率;随着黄原胶投加质量浓度的增加,对应的Cr（Ⅵ）去除率分别为33.4%、41.2%、47.4%、51.1%、53.0%、63.9%和64.1%;6.0 g/L黄原胶改性的微米铁浆液具有最佳的悬浮稳定性,黄原胶的投加提高了微米铁的反应活性,但当黄原胶投加质量浓度超过3.0 g/L时,其对Cr（Ⅵ）的去除率没有显著提高;黄原胶投加质量浓度越大,黄原胶的缓冲作用就越明显。     

基于富营养化阈值的松花湖水环境容量分析

通过对松花湖水体中浮游植物的绝对优势种——铜绿微囊藻(Microcystis aeruginosa)单藻株生长与磷、氮定量关系的室内模拟研究,得出松花湖富营养化发生的阈值为：总磷浓度0．065 mg/L,总氮浓度0．843 mg/L．利用风险分析理论和蒙特卡罗随机模拟方法,在分析2002-2004年松花湖水体中总磷和总氮浓度实际分布规律的基础上,提出了计算湖、库总磷和总氮水环境容量的不确定性方法．通过对松花湖磷、氮水环境容量的计算,得出松花湖流域总磷和总氮的最大允许排放量为2123．78 t/a和7018．82 t/a,为了使松花湖富营养化发生的概率在0．001以下,总磷和总氮需要分别削减3208．34 t/a和18648．91 t/a．     

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters

The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1～US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd.