多普勒天气雷达冰雹探测算法评估及检验改进

利用新一代多普勒天气雷达资料和WSR-88D提供的冰雹指数算法,对2005年1月至2007年8月发生在贵州省黔西南地区的20个冰雹个例进行验证。用此算法对20个风暴日的样本计算了WT（警报阈值）、H（相对雷达的高度）、M（漏报率）、FA（虚警率）、POD／FAR／CSI（探测概率／误报率／临界成功指数）等多个函数,并将这些数据与强冰雹指数（SHI）作对比分析,将SHI作为冰雹尺寸的预报因子进行独立评估,对实际观测到的冰雹尺寸与模式预报尺寸进行比较。在考虑了本地环境、气候特征的前提下对误警率较高的情况进行了算法补尝,并针对误警率较高的现象提出解决办法：①输入当天的正确0℃／-20℃高度,②提高冰雹探测反射率阈值。用改进方法对2007年发生的9次冰雹天气过程进行对比检验。结果表明,误报率有所降低,预报冰雹尺寸更接近实际探测尺寸。     

RIEMS2.0不同模拟区域模拟中国北方多年气候平均态比较

Regional Integrated Environment Modeling System Version 2.0 （RIEMS2.0） is now being developed by the Key Laboratory of Regional Climate-Environment for Temperate East Asia, Chinese Academy of Sciences. In order to test the sensitivity of the RIEMS2.0 model domain to simulate long-term climate and its change, and provide a basis for the further development and application of the model, the authors compared results between simulated and observed precipitation and surface-airtemperature using two model domains under different cumulus parameterization schemes. The model was driven by NCEP/NCAR re-analysis data with a simulation duration ranging from 1 January 1979 to 31 December 2007. There were no significant differences found in the spatial distributions of the simulated precipitation and surface-air-temperature, or interannual variations between the two model domains. There were, however, differences observed between the two model domain simulations of local sub-regions. The smaller model domain more accurately simulated precipitation, especially in summer （June, July, and August）, and decreased the bias of surface-airtemperature, especially in winter （December, January, and February）. The weak summer and winter monsoons simulated by the smaller model domain was a result of boundary forcings and may partially account for the improvements of this model.     

找矿方式及其在应用中要注意的问题

“找矿方式”是指技术上采用什么观点和方法手段进行找矿活动,大体上可分为“经验式”、“成因式”、“技术式”和“信息式”。经验式主要依靠直接或间接标志找矿,不太深究标志的成因;成因式则试图通过对找矿标志的成因解释以使其具有普遍意义,进而指导找矿;技术式侧重于研制某种适当的技术方法,用以寻找矿床;信息式不拘泥于上述任何一种找矿方式,而是强调借助数字化技术对各类找矿信息进行综合分析。上述各种方式均在找矿实践中发挥着作用,但也都存在着这样那样的难题。无论选择何种方式,对下述三个方面必须有清醒认识,否则可能会事与愿违甚至造成经济损失。其一,矿床成因研究探索性极强,勘查者要对研究成果客观评价并恰当应用。其二,地质找矿实践性极强,不能把一些必要的基础地质工作和经验性认识混同于矿床成因研究和成矿理论。其三,地质找矿工作是项复杂的系统工程,所选择的技术方式应该视工作进展情况和实际需要而变化。这凸现出能对各种观测资料、成因观点和技术手段作出综合评价的集成信息系统的重要作用。     

涪陵页岩气田江东区块优快钻井技术研究与应用

涪陵页岩气田江东区块地质构造复杂、地层倾角大,存在机械钻速低、定向钻井托压严重、水平井轨迹控制困难等问题,给该地区优快钻井作业带来了挑战。本文通过总结现场施工作业及技术攻关实践,分析总结了江东区块复杂地质条件下相适应的钻井新工艺、新工具,形成了一套适用于涪陵页岩气田江东区块的优快钻井技术。江东区块钻井周期从开发前期的235 d缩短至9033 d,机械钻速、储层钻遇率不断提高的同时,定向钻井托压、钻头提前失效等工况逐渐减少。通过4年发展,涪陵页岩气田江东区块优快钻井集成技术逐渐成熟,基本满足了深层页岩气的开发需要。     

Fracture grouting and geonails for soft soil tunnelling

To stabilise the tunnel faces and slopes in soft clay for the Airport Link construction in Australia, fracture grouting and glass fibre-reinforced plastic (GFRP) soil nails are proposed for the soil improvement as well as ease of handling. The compensation caused by the fracture grouting and the gain in strength due to consolidation as well as the geonail have stabilised the soft clay during construction. Only a small amount of ground settlement during soft clay box-jacking operation is generated so that the railway traffic above the embankment can be maintained without interference. The design method of the fracture grouting ground improvement study for this difficult project is discussed in this paper. Extensive laboratory and field tests were employed to verify the design assumptions and to fine-tune the ground improvement studies. The success of this project in poor ground conditions results from combined efforts of extensive field tests, an improved ground improvement design method and a realistic numerical analysis to assess the unstable/highly stressed zones for the placement of soil reinforcement.     

台风灾害综合等级评判模型改进及应用分析

本文首先对2010年王秀荣等建立的台风灾害综合等级评判模型进行了改进,主要基于以下三个方面:一是对倒损房屋数指标的转换函数进行重新定义,二是对直接经济损失指标的去通货膨胀化;三是对原模型综合关联度指数分析中"死亡人数、直接经济损失、倒损房屋数、农作物受淹面积"4个指标的权重系数优化;然后,运用改进模型对2000—2015年登陆我国的历史台风灾害进行了综合等级评定与大小排序;同时,将评定结果与原模型的评定结果进行了比对。通过应用与检验分析,证明了改进后模型明显降低了通货膨胀对直接经济损失指数的影响,凸显了以人为本的防灾理念,较原模型具有更好的等级识别度,评定灾情等级结果更符合实际灾情,具备较好的评判功能,可以试用于气象服务等相关业务中快速对台风灾情进行综合等级或历史排序等评判。     

Swelling–shrinkage properties and soil improvement of compacted expansive soil, Ning-Liang Highway, China

In this paper, the swelling–shrinkage properties of the compacted expansive soil in the Huaiyin Section of the Ning-Lian Highway are introduced, and swelling–shrinkage mechanisms are discussed based on changes in soil water content, dry density, material composition and fabric. The improvement of the compacted expansive soil by lime is also discussed briefly. It is concluded that careful attention should be paid to this type of compacted expansive soil.     

改性粘土辅助沉水植物修复技术维持清水稳态的原位研究

在富营养湖泊治理实践中,修复沉水植被被认为是改善水质的长效措施,而壳聚糖改性粘土是短期快速改善水质的有效手段.本研究利用改性粘土辅助沉水植被修复,旨在探索改善水质的长效方案.2011年5-11月在太湖梅梁湾开展了四组不同处理(对照、水草、水草+粘土、粘土)围隔实验,在水草(盖度13.0%)和水草+粘土(盖度52.3%)围隔中不同程度重建了苦草群落.实验期内每3 d一次的水质监测表明,粘土处理可显著改善水质,水体总氮(TN)、总磷(TP)、正磷酸盐(PO34--P)和叶绿素a(Chl.a)含量分别比对照下降了20.7%、74.6%、31.0%和80.4%,透明度(SD)升高了90.4%;粘土辅助植被修复改善水质效果最长稳,水体TN、TP、PO34--P和Chl.a含量分别比对照下降了36.2%、64.0%、28.6%和71.1%,SD升高了76.4%;低盖度苦草群落单独处理对水质改善效果不显著.在三种处理中,粘土辅助植被修复改善底质效果最好,使间隙水的TN、TP、PO34--P、NH4+-N分别比实验前下降了15.6%、61.7%、55.8%和82.8%.本研究表明改性粘土辅助沉水植被修复可作为重富营养水体中水质改善的整合技术,但其长期生态效应仍需谨慎评估.     

Lifecycle cost optimization of tuned mass dampers for the seismic improvement of inelastic structures

The seismic performance of tuned mass dampers (TMDs) on structures undergoing inelastic deformations may largely depend on the ground motion intensity. By estimating the impact of each seismic intensity on the overall cost of future seismic damages, lifecycle cost (LCC) proves a rational metric for evaluating the benefits of TMDs on inelastic structures. However, no incorporation of this metric into an optimization framework is reported yet. This paper presents a methodology for the LCC‐optimal design of TMDs on inelastic structures, which minimizes the total seismic LCC of the combined building‐TMD system. Its distinctive features are the assumption of a mass‐proportional TMD cost model, the adoption of an iterative suboptimization procedure, and the initialization of the TMD frequency and damping ratios according to a conventional linear TMD design technique. The methodology is applied to the seismic improvement of the SAC‐LA benchmark buildings, taken as representative of standard steel moment‐resisting frame office buildings in LA, California. Results show that, despite their limited performance at the highest intensity levels, LCC‐optimal TMDs considerably reduce the total LCC, to an extent that depends on both the building vulnerability and the TMD unit cost. They systematically present large mass ratios (around 10%) and frequency and damping ratios close to their respective linearly designed optima. Simulations reveal the effectiveness of the proposed design methodology and the importance of adopting a nonlinear model to correctly evaluate the cost‐effectiveness of TMDs on ordinary structures in highly seismic areas.     

Accuracy improvement of ASTER stereo satellite generated DEM using texture filter

The grid DEM(digital elevation model) generation can be from any of a number of sources:for instance,analogue to digital conversion of contour maps followed by application of the TIN model,or direct elevation point modelling via digital photogrammetry applied to airborne images or satellite images.Currently,apart from the deployment of point-clouds from LiDAR data acquisition,the generally favoured approach refers to applications of digital photogrammetry.One of the most important steps in such deployment i...