北京城市休闲商务区的时空分布特征与成因

城市休闲商务区（Recreational Business District, RBD）作为城市重要的游憩空间,为外来游客和城市居民提供休闲消费的场所,逐渐受到学界和业界重视。目前大多数研究还停留在概念层面,在分类、空间结构、分布规律、分异成因等方面上还缺乏一定的实证和定量研究。结合前人研究经验,重新定义RBD,并依据城市RBD的特征和属性将其分为大型购物中心、休闲商业街、城市休闲区三类。选取1990年、2000年、2014年三个时间截面对北京各类城市RBD点进行统计,采用基尼系数、空间插值、核密度分析、地理探测器等方法,结合ArcGIS软件,对北京城市RBD的时空分布特征和成因进行分析,得出以下结论：① 时序上看,北京城市RBD的数量和规模不断增加,增速变快,不同类型的RBD出现不同幅度的空间扩张;② 北京城市RBD的空间集聚程度不断加强,不同类型的RBD,存在一定的增幅和增速差异;③ 北京城市RBD的整体空间结构呈“单核聚集—双核发展—网状扩散”的发展模式;④ 城市RBD多选址在交通便利、临近旅游景区、居民和游客密度较高、地价相对较高的地区。⑤ 游客密度对各类型的城市RBD规模均有较大影响;对于不同类型的城市RBD,各因素对其规模的影响也有所不同。     

基于A-T-R的旅游小城镇分类、评价与发展模式研究

在科学界定旅游小城镇基础上,梳理旅游小城镇的分类标准,确立一类基于核心吸引物（A）—小镇（T）—乡村环境（R）的新分类方法,将旅游小城镇分为AT一体、AT分离、A+T+R联动与ATR创意再造4种类型。结合旅游小城镇发展中的实际状态,依据A、T、R三类初始条件不同组合情况提炼出六大旅游小城镇的发展模式,为旅游小城镇深层次研究提供参考和依据,进一步推动旅游小城镇的健康发展。     

鄂尔多斯市2005-2014年地下水位变化

鄂尔多斯市地处半干旱区,水资源缺乏,监测地下水位的变化对于地区生态和经济发展具有重要意义。本研究利用鄂尔多斯市6个地下水位监测井2005-2014年的监测资料,分析了该地区地下水位变化特征。结果显示:(1)本地区地下水位2005-2006年有所下降,2007-2010年逐年抬升,2011年受严重干旱影响,地下水位为近10年来最低值,从2012年开始至2014年,以每年0.14 m的幅度抬升,2014年为近10年最高值,地下水位的年际变化主要与煤炭开采和经济发展有关。(2)地下水位的年内季节变化明显,与降雨量、蒸发量和农业灌溉用水的相关性较高。3-7月,水位持续下降,7月地下水位为年内最低点;8-10月,水位逐步回升;11月至次年2月水位总体呈略微抬升状态,次年2月为年内最高值。     

Changes of soil surface roughness under water erosion process

The objective of this study was to determine the changing characteristics of soil surface roughness under different rainfall intensities and examine the interaction between soil surface roughness and different water erosion processes. Four artificial management practices (raking cropland, artificial hoeing, artificial digging, and contour tillage) were used according to the local agriculture customs of the Loess Plateau of China to simulate different types of soil surface roughness, using an additional smooth slope for comparison purposes. A total of 20 rainfall simulation experiments were conducted in five 1 m by 2 m boxes under two rainfall intensities (0.68 and 1.50 mm min^?1) on a 15° slope. During splash erosion, soil surface roughness decreased in all treatments except raking cropland and smooth baseline under rainfall intensity of 0.68 mm min^?1, while increasing for all treatments except smooth baseline under rainfall intensity of 1.50 mm min^?1. During sheet erosion, soil surface roughness decreased for all treatments except hoeing cropland under rainfall intensity of 0.68 mm min^?1. However, soil surface roughness increased for the artificial hoeing and raking cropland under rainfall intensity of 1.50 mm min^?1. Soil surface roughness has a control effect on sheet erosion for different treatments under two rainfall intensities. For rill erosion, soil surface roughness increased for raking cropland and artificial hoeing treatments, and soil surface roughness decreased for artificial digging and the contour tillage treatments under two rainfall intensities. Under rainfall intensity of 0.68 mm min^?1, the critical soil surface roughness was 0.706 cm for the resistance control of runoff and sediment yield. Under rainfall intensity of 1.50 mm min^?1, the critical soil surface roughness was 1.633 cm for the resistance control of runoff, while the critical soil surface roughness was 0.706 cm for the resistance control of sediment yield. These findings have important implications for clarifying the erosive nature of soil surface roughness and harnessing sloped farmland. Copyright © 2013 John Wiley & Sons, Ltd.     

Spatial heterogeneity of economic development and industrial pollution in urban China

The relationship between economic development and environmental pollution has been widely studied in the context of the environmental Kuznets curve. This study applies the three-dimension framework of density, division, and distance proposed by the World Bank to identify the spatial heterogeneity of development and pollution in urban China. An inverted U relationship is detected between density and industrial SO₂ emission, while a cubic relationship is found between density and industrial SO₂/soot emission intensity. The statistical significance of division indicates that the pollution haven hypothesis holds in the western region and cities in the periphery. The environmental implication of distance is that the industrial pollution is largely concentrated in the national and regional cores.     

场地划分标准对基岩地震动参数衰减关系的影响

基于美国NGA强震观测数据库中描述场地的不同指标,定义了五种不同的"基岩"场地类型,得到了相应的数据集;同时采用最小二乘法回归得到了世界范围内对应不同"基岩"定义的地震动参数衰减关系,并研究了不同场地划分标准造成的基岩地震动参数衰减关系的差异。     

Crust and upper mantle structures beneath Northeast China from receiver function studies

P-wave and S-wave receiver function analyses have been performed along a profile consisted of 27 broadband seismic stations to image the crustal and upper mantle discontinuities across Northeast China. The results show that the average Moho depth varies from about 37 km beneath the Daxing’anling orogenic belt in the west to about 33 km beneath the Songliao Basin, and to about 35 km beneath the Changbai mountain region in the east. Our results reveal that the Moho is generally flat beneath the Daxing’anling region and a remarkable Moho offset (about 4 km) exists beneath the basin-mountain boundary, the Daxing’anling-Taihang Gravity Line. Beneath the Tanlu faults zone, which seperates the Songliao Basin and Changbai region, the Moho is uplift and the crustal thickness changes rapidly. We interpret this feature as that the Tanlu faults might deeply penetrate into the upper mantle, and facilitate the mantle upwelling along the faults during the Cenozoic era. The average depth of the lithosphere-asthenosphere boundary (LAB) is ~80 km along the profile which is thinner than an average thickness of a continental lithosphere. The LAB shows an arc-like shape in the basin, with the shallowest part approximately beneath the center of the basin. The uplift LAB beneath the basin might be related to the extensive lithospheric stretching in the Mesozoic. In the mantle transition zone, a structurally complicated 660 km discontinuity with a maximum 35 km depression beneath the Changbai region is observed. The 35 km depression is roughly coincident with the location of the stagnant western pacific slab on top of the 660 km discontinuity revealed by the recent P wave tomography.     

玉溪市自建民居的抗震性能分析

由于施工、材料、改建等因素的影响,自建民居往往达不到抗震设防的目标.本文以玉溪市某社区房屋为例,利用砖混结构的震害预测计算方法,探讨了加层及底层改建的做法对自建民居抗震性能的影响.计算分析结果表明：加层会减低民居的抗震性能,层数越多,抗震性能越弱,而底层改建更明显地降低了民居的抗震性能.