水工隧洞内消能工的研究及应用进展

对于高水头、大流量的水电工程,以往的消能工具有一定的局限性,研究表明,把大面积遭受高速水流作用改为局部承受的消能方式,是高坝泄洪消能的一条有效途径。内消能工主要有孔板(洞塞)式消能工、旋流式消能工、消力井等3种形式。实践表明,内消能工对改善大坝下游水流流态,保护下游环境,保障下游边坡稳定等有积极作用,综合考虑,旋流式消能工具有较大优越性。对水工隧洞内部消能技术尚需开展进一步的研究与实践。     

供水工程输水隧洞钻爆设计与施工

介绍了采用钻焊法开挖深圳市东部供水工程输水隧洞的掏槽方式，光面爆破参数，装药结构及钻爆作业安排等参数。在近4年的工程实践中，取得了良好的爆破效果和明显的经济效益。     

Viscous and Aeroelastic Effects on Wind Turbine Blades. The VISCEL project. Part I: 3D Navier–Stokes Rotor simulations

Aerodynamic modelling of HAWT rotors by means of “engineering methods” has reached a saddle point, where no further development can be expected without a breakthrough in understanding the physics of unsteady, rotating three‐dimensional flows. However, such a breakthrough becomes ever more necessary, as the size of the wind turbines increases. With the experimental work in that direction being mostly limited to observing the phenomena and interpreting the associated mechanisms, and its increased cost, alternatives are being sought. The use of CFD techniques and state‐of‐the‐art Navier–Stokes solvers is considered a very serious contender, a belief shared by the members of the present consortium, which has worked on the VISCEL JOR3‐CT98‐0208 Joule III project. This project's goal was to determine the aerodynamic characteristics as well as the aeroelastic behaviour of wind turbine blades across their broad range of operational conditions, from attached to highly separated flow regimes. The work programme included specific tasks for the validation and assessment of existing 3D solvers, for the parametric study of 3D flow around realistic blades and for the investigation of aeroelastic stability, at the blade section level. Copyright © 2003 John Wiley & Sons, Ltd.     

应用在地下工程施工中的新技术（Ⅱ）

为有效保护地面上的生态环境，开发利用地下空间资源并营建新世纪的地下水城，在新的21世纪里将会建造更多的地下工程以满足人们生产生活的各种需要。文中介绍了地下工程施工中采用的逆作法、盾构法、新奥法、沉管隧道、顶管工程和大型沉井施工新技术，供同行们参考应用。     

Measurement of the tunnel rate in SIS' tunnel junctions as function of bias voltage

Cryogenic detectors with superconducting tunnel junctions can provide an energy resolution improved by at least one order of magnitude compared with standard semiconductor detectors. While the detection principle was already demonstrated many years ago, the past years were dedicated to the transition from the laboratory sample to practical detectors. Our most favored detector design gives rise to tunnel junctions with electrodes of unequal energy gaps. In such hetero tunnel junctions bias conditions can be established which cause a negative signal current. We report the experimental verification of this effect, and we discuss the yield of charge signal of cryogenic detectors based upon superconducting tunnel junctions.     

浍河水库泄洪洞结构优化研究

根据有限元计算原理，结合山西临汾地区浍河水库泄洪洞，对土坝下的大型软基涵洞分层填土施工过程和蓄水对结构的影响进行了模拟计算，得到了更贴近实际的涵洞结构内力和涵洞土压力分布规律，并根据实际地基条件及现有涵洞的两种常见的结构形态对涵洞结构形式进行了优化，其成果已用于设计和施工，证明了该研究方法的科学性和结论的正确性。     

水平轴风力机的几个关键气动问题探讨

水平轴风力机是最有效的风能转换装置之一 ,在世界各地得到了广泛的应用。本文讨论了在风力机的研究和开发过程中所遇到的几个关键气动问题 ,在分析这些问题产生原因的基础上 ,介绍了目前的研究现状和研究水平。本文并结合问题所涉及的基本理论 ,以及学科发展的趋势 ,提出了解决问题的基本方法 ,以及发展方向和近期可望达到的目标等     

大中型风力发电机组可靠性研究

研究了大中型风力发电机组的可靠性，讨论了可靠性指标的分配，可靠性设计的四个重要方面、可靠性试验计算机模拟。     

尾流受扰下复杂体形高层建筑的风压分布特性

本文结合汕头粤东信息大厦的风洞试验,详细分析了复杂结构断面建筑物在其尾流受到下游结构干扰下的风压分布特性。试验表明:处于受扰物体尾流边界上的施扰物体可以降低来流在受扰物体上的分离速度,从而使最大负压系数降低。当施扰物体处于被扰物体尾流边界的某些位置时,被扰物体表面的最大负压系数受到显著影响,最多可降低45%。文中还对典型断面结构进行了进一步的试验研究,在验证以上的结论同时,试验结果也显示,施扰建筑位于被扰结构临近的较大区域,其风压增大15%以上,最大可增大39%。本文所得的一些结论可为相应的工程提供参考。     

河北省张承地区风沙现状及治理对策

在分析张家口、承德地区风沙形成原因及发展趋势的基础上,提出了河北省防沙治沙工作中存在的问题,根据河北省不同类型区的自然、地理及社会经济条件,提出了风沙治理模式和建议。