JSCORS的基准站分布设计与试验

具有实时定位服务功能的连续运行卫星定位服务系统(CORS)是当代GPS发展的热点之一,江苏省连续运行参考站网络是我国首批省级的连续运行的参考站网络系统.基准站分布设计是JSCORS整体设计与建设的一项重要内容,科学、合理地选择基准站址,有利于高质量、高稳定的发挥JSCORS的作用.     

龙滩水电站地下洞室群布置及监控设计

龙滩水电站是一座具有发电、防洪和航运等综合效益的大型水利枢纽工程,简述其庞大地下洞室群的布置及地质条件,同时,还就该地下洞室群的监控设计问题进行了讨论。监测结果表明,地下洞室群的围岩是稳定的,其设计也是合理的。     

土工格室条带拉伸力学特性试验研究

土工格室作为一种新型三维立体加筋加固岩土材料,通过约束土体侧向变形继而提升结构承载力,减小变形。目前国内外对土工格室的研究主要集中在工程应用和加筋机理上,对土工格室材料特别是条带本身的拉伸力学特性研究相对较少。通过对高密度聚乙烯HDPE,聚丙烯PP和聚酯PET 3种原料制成的土工格室条带进行单轴拉伸试验,研究了试样形状(Ⅰ型-哑铃形、Ⅱ型-矩形)及试样尺寸(Ⅱ型-矩形、Ⅲ型-矩形)对土工格室条带强度和变形特性的影响,并对土工格室条带的断裂处进行了微观分析。结果表明,HDPE、PP、PET 3种土工格室条带的伸长率均对试样形状敏感,Ⅰ型-哑铃形试样伸长率小于Ⅱ型-矩形试样。HDPE土工格室条带的抗拉强度受试样形状、尺寸影响均较小。PP、PET土工格室条带的抗拉强度受试样形状影响较大,Ⅰ型-哑铃形抗拉强度小于Ⅱ型-矩形试样。HDPE土工格室条带断裂面较粗糙,有明显的塑性屈服变形。PP土工格室条带断裂面微纤束排列整齐,小微纤杂乱分布。PET土工格室条带断裂面较平滑。试验结果可为土工格室加筋加固机理研究提供参考。     

Ⅲ型载荷分量对不同显微组织套管钻井用钢断裂韧性的影响

利用疲劳试验机及SEM研究三种不同显微组织套管钻井钢Ⅰ/Ⅲ复合型断裂韧性.结果表明:珠光体-铁素体(PF)钢和铁素体-贝氏体-回火马氏体(FBM)钢的JT均随着Ⅲ型分量增加先略有增加,然后单调下降,而回火马氏体(TM)钢则呈单调下降趋势,这归因于不同显微组织构成导致不同断口形貌.同时发现,在不同Ⅲ型载荷分量下,TM钢均具有最大的JT,PF钢均具有最小的JT,FBM钢居中.对于三种钢,JⅠ和JⅢ之间均具有线性关系,且材料强度越高,线性系数越小,更容易在剪切载荷下发生断裂.     

郊区中心型地铁站邻近商业空间的自组织演化 — —以成都市犀浦地铁站为例

地铁站是衔接城市空间与交通系统 的关键节点,其邻近商业空间成为近年来的 研究热点。作为联系郊区与城市核心区的重 要枢纽,郊区中心型地铁站邻近商业空间的 发展演化在提升郊区经济活力、满足居民生 产生活需求等方面起着非常重要的作用。本 文利用自组织理论分析了成都市犀浦地铁站 建立前后站点邻近商业空间的演化过程,发 现影响商业空间发展的因素包括自组织、他 组织、外部环境等三个方面,并据此提出了 此类商业空间自组织演化的规律、方式、动 力和根源。最后提出郊区中心型地铁站点邻 近商业空间的发展策略,为站点地区商业空 间规划提供参考。     

不同应力解除法地应力测试方法对比及工程应用

介绍了钻孔空心包体式应变计与孔壁切缝解除法地应力测试的基本原理和测试方法，同时对两种应力解除地应力测试方法的适用性进行对比分析。将两种应力解除法应用于锦屏一级导流洞边墙的地应力测试中，并就同一钻孔进行了对比测试。通过对测试结果的对比分析可知，两种方法的测试结果相符，应力量值误差均小于20%，钻孔横截面最大主应力方位误差也在20°以内。鉴于孔壁切缝解除法地应力测试方法可用于极高应力条件下的应力测量，对于西部的深埋高-极高应力条件下的地下工程来说，该方法非常行之有效。     

Conductor selection and economic analysis of D.R. congo–guinea ±800 kV UHVDC transmission project

Africa is embracing new opportunities featured with industrialization, urbanization and regionalization. Based on co-development of ‘Electricity, Mining, Metallurgy, Industry and Trade’ and grids interconnection proposed by Global Energy Interconnection Development and Cooperation Organization (GEIDCO), the high-quality hydropower resource of the Congo River can be exploited in large scale under the wide-range interconnected framework of African Energy Interconnection (AEI), forging a new engine for Africa economy. The transmission distance of the Congo River hydropower reaches 6,000 km at its farthest end in North Africa, which brings forth challenges to economics of proposed projects. Under this novel continental energy interconnection scheme in Africa, economics of those projects have not yet been in detail studied. This paper has implemented China’s mature engineering experiences and analytical tools of UHVDC project planning into the AEI structure, through exploring the economic behavior of ultra-long distance UHVDC projects in the scope of conductor selection in the Congo River hydropower transmission for the first time, and has provided concerned parties with a technical and analytical results of their economics comparison. This paper has chosen the D.R. Congo - Guinea ±800 kV UHVDC project as a typical example. Its preliminary system planning is introduced and three types of conductor are selected for scheme comparison. Later in this paper, the transmission loss, total investment and equivalent annual cost of the project have been calculated and analyzed. In the final part, sensitivity analysis results of the annual cost to utilization hours, transmission loss, loss tariff and construction cost has been provided     

锦屏二级水电站地下洞室开挖围岩卸荷效应分析及工程应用

根据工程地质条件,基于卸荷岩体理论对锦屏二级水电站地下洞室进行开挖数值模拟计算,以桩号厂右0+000.0剖面为主要研究对象,结合变形监测资料进行卸荷区的划分,分析围岩在开挖、卸荷、加固各工况下的塑性区演化过程。数值计算结果表明,监测点的监测位移与计算位移吻合情况较好。以主厂房第二步开挖全过程为例,可知开挖工况下围岩强卸荷区出现的塑性区在卸荷工况下进一步扩大,而在锚索加固完成后,塑性区基本消失。这说明强弱卸荷区的划分较为合理,建立的模型适当,设计锚固方案有效可行。     

Discharge evaluation from pressure measurements by a genetic algorithm based method

This paper presents an alternative to the Gibson method, for discharge estimation of a turbine inside a hydropower plant. The method proposes a genetic algorithm which includes an integration procedure for the water hammer equations using the method of characteristics. The decision variables are represented by the steady-state regime discharge before the valve closure and the pipe friction factor. The recordings of pressure/differential pressure in measuring sections are used.The method was verified by a numerical experiment and then validated with the measured data in a laboratory experiment at NTNU, Norway.