波浪作用下沙纹床面底层流动特性研究

涡动沙纹很大程度决定着床面阻力和波浪衰减,针对涡动沙纹作用下的绕流结构具有强二维特性,建立了立面二维曲线坐标下的数值模型.利用国外公开发表的试验数据进行验证,表明模型能模拟波浪作用下底层分离涡随时间、空间变化的动力特性,对底层流动的紊动特性、床面剪切应力的随时间、空间的变化以及涡动结构的尺度分别进行了讨论.     

地震易损性分析方法研究综述

结构的地震易损性分析对于预测结构的抗震性能、进行结构的抗震设计、加固和维修决策具有重要的应用价值。本文将对近几十年来地震易损性评估方法领域内的重大发展做全面综述,并对易损性分析方法的类别和优缺点及其应用作了总结和讨论。     

Problems of soil and groundwater pollution in the disposal of “marble” slurries in NW Sicily

This work deals with disposal of slurries generated during the cutting and polishing processes of slabs of decorative sedimentary carbonate rocks in the north western Sicily. At present, they are used as fillers of dismantled quarries near the sawmills and, as a final step of reclamation, are covered with earth layers. In spite of such inexpensive solution, there is lack of knowledge about the composition of the waste. In order to assess if there is any threat for the environment and to suggest indications for alternative solutions, such as recycling or inactivation processes, the slurries were analysed by XR diffraction, simultaneous thermal analysis, ICP/MS, ionic chromatography, FTIR, UV-Vis, COD and TOC measurements, grain size analysis. Results indicate that the slurries can threaten the groundwater, because of the high chemical oxygen demand; furthermore they can modify the mechanism of groundwater recharge, because of their grain size distribution. Some laboratory tests show that, even in very aggressive conditions, the solid pollutants persist in the waste and slowly release into water the products of their degradation. The slurry therefore should be subjected to inactivation treatment before disposal or, alternatively, recycled as secondary raw material for a suitable process.     

考虑动态泥膜效应的盾构开挖面稳定理论研究

泥水盾构工法被广泛应用于高压富水复杂地质环境中修筑隧道,其中开挖面稳定控制是工程成败的关键,在盾构掘进时,由于刀盘不断旋转切削地层,开挖面上的泥膜处于“形成―破坏―再形成”的动态循环过程,泥膜透水性增强,这种动态泥膜作用下开挖面的稳定如何评价有待于进一步探索。对此,对泥水盾构掘进过程中的动态泥膜进行了分类,提出了考虑盾构运动和泥浆渗滤特征的动态泥膜理论。在此基础上,采用空间离散法将泥水压力引入旋转体模型,建立了考虑动态泥膜效应的开挖面稳定力学模型,提出了泥水盾构动态掘进过程中开挖面临界泥浆压力及泥浆支护效率评估方法,研究指出：当盾构在强渗透性地层中掘进时,在尽量提高泥浆成膜率的同时,应注重泥浆黏度调节,充分发挥渗透力支护作用,同时可适当提高盾构掘进速度并降低刀盘转速,有利于开挖面稳定控制。以泥浆成膜率、等效渗透系数为依据给出了泥浆支护效率设计图,研究工作对盾构掘进支护压力控制和泥浆配置有一定的借鉴意义。     

Experiments with the Improved Dynamical-Statistical-Analog Ensemble Forecast Model for Landfalling Typhoon Precipitation over South China

In recent work, three physical factors of the Dynamical-Statistical-Analog Ensemble Forecast Model for Landfalling Typhoon Precipitation (DSAEF_LTP model) have been introduced, namely, tropical cyclone (TC) track, TC landfall season, and TC intensity. In the present study, we set out to test the forecasting performance of the improved model with new similarity regions and ensemble forecast schemes added. Four experiments associated with the prediction of accumulated precipitation were conducted based on 47 landfalling TCs that occurred over South China during 2004-2018. The first experiment was designed as the DSAEF_LTP model with TC track, TC landfall season, and intensity (DSAEF_LTP-1). The other three experiments were based on the first experiment, but with new ensemble forecast schemes added (DSAEF_LTP-2), new similarity regions added (DSAEF_LTP-3), and both added (DSAEF_LTP- 4), respectively. Results showed that, after new similarity regions added into the model (DSAEF_LTP-3), the forecasting performance of the DSAEF_LTP model for heavy rainfall (accumulated precipitation ≥250 mm and ≥100 mm) improved, and the sum of the threat score (TS250 + TS100) increased by 4.44%. Although the forecasting performance of DSAEF_LTP-2 was the same as that of DSAEF_LTP-1, the forecasting performance was significantly improved and better than that of DSAEF_LTP-3 when the new ensemble schemes and similarity regions were added simultaneously (DSAEF_LTP-4), with the TS increasing by 25.36%. Moreover, the forecasting performance of the four experiments was compared with four operational numerical weather prediction models, and the comparison indicated that the DSAEF_LTP model showed advantages in predicting heavy rainfall. Finally, some issues associated with the experimental results and future improvements of the DSAEF_LTP model were discussed.     

高性能GIS研究进展及评述

互联网技术的发展使地理信息技术得到了前所未有的发展和应用,地理信息计算呈现出计算速度快、运行效率高、应用多样化的发展特征。而随着计算机硬件性能飞速提升,传统的GIS数据处理方式并不能与之匹配,各种缺陷与弊端逐渐显现,亟待更高效的数据处理方式。目前,以并行集群计算技术和分布式网络技术为代表的高性能计算的出现,为这些问题的解决带来了新思路,并逐渐发展形成了新一代的多核并行高性能计算系统。当前,如何利用新型硬件体系结构带来的计算能力,研究新一代高性能GIS计算系统,解决现在所面临的时空数据密集和计算密集问题成为重要挑战。高性能计算是基于一组或几组计算机系统组成的集群,通过网络连接组成超级计算系统以加强数据处理、分析计算性能的一种技术。在实际应用中,逐渐形成Hadoop,Spark和Storm 3大主流分布式高性能计算系统,它们三者各具优缺点。本文从高性能GIS算法、并行GIS计算、内存计算和众核计算4个方面梳理、归纳总结了高性能GIS的技术体系,分析了每类高性能GIS技术特征,综合分析、评述了近年来高性能GIS的研究进展,并对高性能GIS未来发展进行展望,为更完备、高效的高性能GIS体系的建立、发展和应用提供参考。今后,并行GIS计算、高性能计算模式和分布式存储仍然是GIS技术领域发展的重要方向,通过高性能GIS系统可有效地解决时空数据密集、计算密集和网络通讯密集等问题,大大提升GIS地理分析效率。     

Analysis of the Dynamic Performance of an Underground Excavation in Jointed Rock under Repeated Seismic Loading

Results from field observations of dynamic behaviour of an underground excavation have been compared with numerical studies of the rock deformation history. The field behaviour shows progressive accumulation of rock displacement and excavation deformation under successive episodes of dynamic loading. It is possible to reproduce the modes of rock response quite well using a Distinct Element model of the rock mass, but the way displacements develop is dependent on the joint model used in the analysis. It is suggested that, in rock masses subject to repeated dynamic loading, excavation design may need to take account of the prospect of repeated episodes of transient loading at the excavation site.     

A three dimensional model of muckpile formation and grade boundary movement in open pit blasting

Summary Formulation and case studies of a three dimensional kinematic model are presented. Thein situ overburden geometry can be simulated accurately and various initiation patterns of blasts can be modelled. The overburden geometry, hole patterns and explosive distribution are all explicit model inputs. Because the effect of explosive properties, rock mass condition and inter-row delay are very difficult to measure in terms of blast performance, these are represented in the model by control parameters which are left for calibration using field data. The output of the model is a three dimensional muckpile shape of any cross section and a contour map of grade distribution within the muckpile. Two case studies are presented which have shown that the model is a valuable tool for optimizing production blasting as well as for controlling grade dilution during blasting.     

CERES-Wheat模型在我国小麦区的应用效果及误差来源

气候模型与作物模型耦合是评价未来气候变化对作物生产影响的常用方法之一, 但当两者结合时, 存在着空间和时间尺度差异问题, 将作物模型升尺度到区域是解决该差异的一种方法。将CERES-Wheat模型升尺度进行区域模拟, 利用区域校准后的CERES-Wheat模型, 模拟了1981—2000年全国各网格小麦产量, 与同期农调队调查产量相比较, 以探讨CERES-Wheat模型在我国小麦区的模拟效果及误差来源。结果表明:全国小麦产量的区域模拟值与农调队调查产量的相对均方根误差为27.9%, 符合度为0.75, 全国59.2%的模拟网格相对均方根误差在30%以内, 其中相对均方根误差小于15%的占26.3%;各区的效果不同, 种植面积最大的小麦种植生态2区, 模拟效果最好。总体来说, CERES-Wheat的区域模拟, 可以反映产量变化规律, 能为宏观决策提供相应信息, 尤其是在主产区; 但区域模拟中还存在一系列误差, 今后还需进一步研究。     

金刚石粒度对孕镶金刚石钻头性能的影响

孕镶金刚石钻头已获得了广泛的应用,但人们对其性能和钻头金刚石参数间的一些问题仍需进一步认识。本文通过理论计算得出了钻头唇面上金刚石的分布模型,其结论与实际相吻合;并以此为依据,探讨了金刚石粒度对钻头性能的影响