莱芜市破解用地瓶颈措施解析

当前,国家收紧地根,从严控制新增建设用地指标成为各地建设项目顺利落地的制约瓶颈。为破解这一难题,结合莱芜实际,分析了规划修编、指标利用、挖潜存量、加快供地等做法,对保障项目用地提出了建议和对策。     

Dynamic interaction of bridge–train system under non‐uniform seismic ground motion

The probability that an earthquake occurs when a train is running over a bridge in earthquake‐prone regions is much higher than before, for high‐speed railway lines are rapidly developed to connect major cities worldwide. This paper presents a finite element method‐based framework for dynamic analysis of coupled bridge–train systems under non‐uniform seismic ground motion, in which rail–wheel interactions and possible separations between wheels and rails are taken into consideration. The governing equations of motion of the coupled bridge–train system are established in an absolute coordinate system. Without considering the decomposition of seismic responses into pseudo‐static and inertia‐dynamic components, the equations of motion of the coupled system are formed in terms of displacement seismic ground motions. The mode superposition method is applied to the bridge structure to make the problem manageable while the Newmark‐β method with an iterative computation scheme is used to find the best solution for the problem concerned. Eight high‐speed trains running over a multi‐span steel truss‐arch bridge subject to earthquakes are taken as a case study. The results from the case study demonstrate that the spatial variation of seismic ground motion affects dynamic responses of the bridge–train system. The ignorance of pseudo‐static component when using acceleration seismic ground motions as input may underestimate seismic responses of the bridge–train system. The probability of separation between wheels and rails becomes higher with increasing train speed. Copyright © 2011 John Wiley & Sons, Ltd.     

青藏块体强震活动状态分析

强震活动状态分析与研究是地震形势跟踪分析的重要基础,以频次的角度分析和探讨青藏块体的强震状态特征,研究表明,青藏块体存在强震平静与活跃交替活动的状态特征,已经历5个平静与活跃交替活动的状态过程.2008年3月21日于田7.3级地震、5月12日汶川8.0级地震和2010年4月14日玉树7.1级地震的发生表明青藏块体强震活动已处于活跃状态.     

大庆地震台网近震震级偏差分析与校正

选取大庆地震台网2002-2009年近震报告资料,以《黑龙江省地震目录》给出的震级为标准,进行震级偏差统计.按地区分段校正后,震级精度明显提高.     

龙陵-瑞丽断裂北段晚第四纪活动性特征及强震复发间隔

野外地质地貌调查表明,龙陵-瑞丽断裂(南支)北段是以左旋走滑为主兼具一定正断分量的区域性活动断裂.断裂晚更新世以来的平均水平滑动速率为2.2mm/a,平均垂直滑动速率为0.6mm/a;全新世以来的平均水平滑动速率为1.8-3.0mm/a,平均垂直滑动速率为0.5mm/a.断裂在晚更新世以来的滑动速率在不同的时间尺度上变化不大,反映出该断裂晚更新世以来的活动强度比较稳定.利用Poisson模型、Lognormal模型、BPT模型三种概率模型计算获得未来50a强震发震概率分别是:6.32％、0.08％、0.05％;三种模型分别取权重0.28、0.36、0.36,获得龙陵-瑞丽断裂北段未来50a特征地震发震概率为1.82％.     

Prediction of streamwise flow-induced vibration of a circular cylinder in the first instability range

The streamwise flow-induced vibration of a circular cylinder with symmetric vortex shedding in the first instability range is investigated, and a wake oscillator model for the dynamic response prediction is proposed. An approach is applied to calibrate the empirical parameters in the present model; the numerical and experimental results are compared to validate the proposed model. It can be found that the present prediction model is accurate and sufficiently simple to be easily applied in practice.     

Trends of urban air pollution in Zhengzhou City in 1996–2008

Urban air pollution is a commonly concerned environmental problem in the world.Identification of air quality trend using long-term monitoring data is helpful to understand the effectiveness of pollution control strategies.This study,using data from six monitoring stations in Zhengzhou City,analyzed the changing trend in concentrations of SO 2,NO x /NO 2 and TSP/PM 10 in 1996-2008,based on non-parametric Mann-Kendall test and Sen’s slope estimator,and evaluated the comprehensive air pollution level using Multi-Pollutant Index(MPI).It was found that the concentration of each pollutant exceeded obviously the World Health Organization(WHO) guideline value,but the changing trend varied:SO 2 and NO 2 were significantly increased mainly due to an increase in coal consumption and vehicle number,while NO x,TSP and PM 10 decreased.The air pollution was serious,and differed markedly among the three functional regions:it is the most severe in the Industrial and Residential Area(IRA),followed by the Transportation Hub and Business District(THBD),and then the High-tech,Cultural and Educational Area(HCEA).Different from NO 2 concentration that had a similar change trend/rate among the function regions,the change rate of PM 10 concentration differed spatially,decreased much more obviously in THBD than other two regions.For the whole city,the comprehensive air pollution level declined gradually,illustrating that the air quality in Zhengzhou was improved in the last decade.     

1980-2010 年和田绿洲土地利用变化空间耦合及其环境效应

在气候变暖、西部大开发及2009 年以来实施的19 省市对口援疆建设背景下,和田绿洲面临着全方位经济发展所引发的水土资源需求的巨大挑战。为此,基于研究区3 期18 景TM/ETM+遥感影像目视解译,从空间耦合角度分析了和田绿洲1980-2010 年土地利用变化及其环境效应。研究表明:① 1980-2010 年,和田绿洲土地利用时空变化显著。耕地、城乡工矿居民地面积分别增加了32.32%、142.23%,灌丛与荒漠草地面积分别减少了23.12%、18.82%。新增耕地主要源于草地、未利用地开垦及毁林开荒。绿洲耕地向西北方向逆盛行风向扩张,其质心年平均偏移16.5 m。② 中游绿洲区与下游荒漠区的绿洲面积、土地利用程度综合指数、信息熵与均衡度等分别呈现上升与下降相反趋势。这种以耗水量为纽带的空间耦合源于中游耕地扩张导致的下游径流量逐年减少而造成的下游土地退化。③ 耕地扩张提高土地利用综合水平的同时,林地与草地遭受破坏,土地利用结构信息熵上升,过渡带植被受损严重,系统不稳定性增强,威胁到和田绿洲稳定,进而危及塔里木河下游生态安全。故建议进一步调整农业内部产业结构,缩减高耗水量作物种植面积,严禁以各种名义的开荒;制定塔里木河流域地表水分配法案,立法保障关于地表水分配、增加生态用水等规定严格实施,同时严禁地下水过量开采。     

应用岩性统计方法判别沉积相*——以珠江口盆地三角洲沉积为例

传统的沉积相分析方法人为影响因素较大,对于相同的沉积构造、曲线形态及地震反射特征,不同人可能会有不同的认识,而岩性相对比较容易识别,并且能通过精密的仪器准确获得,因此,利用岩性数据进行沉积相判别,可以避免沉积相分析过程中人为认识相标志不同造成的差异。作者以珠江口盆地三角洲沉积的岩性数据为基础,通过对能够反映沉积速率、沉积物供给量及沉积水动力条件的不同岩性地层的厚度和层数的统计,选取单层厚度、地层厚度比、出现频率及层数比等统计参数,以交汇图、岩性百分含量三角图及箱线图为依托,最终建立各沉积亚相的定量判别标准。通过检验,其准确率在75％左右,可见该方法基本可行,为沉积相定量化研究提供了一种可供借鉴的方法。     

城市雨水地下回灌过程中悬浮物表面堵塞规律

雨洪资源地下回灌是缓解城市供水压力、解决地下水过量开采引起环境负效应的有效途径之一,但堵塞问题却是制约回灌技术推广的关键问题。基于前人理论,研究了入渗介质与悬浮物粒径中值之比(D₅₀/d₅₀)对堵塞层空间分布的影响。以建立表面堵塞预测模型为目的,利用城市雨水回灌细粒石英砂介质开展室内实验,观测雨水回灌的表面堵塞过程并获取渗透性变化的观测数据。根据物理、化学与生物堵塞的产生条件及堵塞特点,判断雨水回灌产生的堵塞性质为物理堵塞。引入过滤模型描述堵塞的发展过程,确定了模型用于模拟细砂表面堵塞的参数值：孔隙堵塞系数（α）为0.15 m²/kg,阻力增长系数（f′R′）为20 000 m/kg。在不改变以上2个参数值的条件下,用该模型模拟不同悬浮物粒径悬浊水回灌细粒石英砂的堵塞过程,取得了较好的拟合效果。此过滤模型可以用于模拟入渗介质与悬浮物粒径D₅₀/d₅₀值小于5的表面堵塞的发展过程,可定量预测堵塞对回灌速率的影响。