非开挖技术在降低防雷接地电阻中的应用研究

以武宣县110KV旺村变电站地网改造工程为例,对非开挖技术在防雷接地中实际应用进行探讨,得出：将非开挖技术应用于防雷接地施工,可以有效降低防雷接地电阻,节省施工成本.为在高土壤电阻率地区又要求接地低电阻值的建（构）筑物的防雷设计和施工提供了一种新的思路.     

Battle over the sun: Resistance,tension, and divergence in enabling rooftop solar adoption in Indonesia

This article examines sustainability transitions in the Global South, focusing on the adoption of rooftop photovoltaic (PV) systems in Indonesia as a case study. Based on 55 in-depth interviews and a secondary data review, we develop an alternative analytical framework that draws insights from geographical political economy and political ecology. This alternative lens allows us to better inform the socio-technical transition literature by uncovering both the spatial implications of renewable energy transitions and the power differentials underpinning them. We find that the emergence of rooftop PV technology in Indonesia has provoked resistance, as it challenges the incumbent power company’s monopoly over urban space, the Java-Bali grid system’s dependency on coal-based electricity, and state-led practices that prioritise the implementation of small-scale solar in rural and remote areas. We argue that paying attention to the asymmetric power relations among institutions and actors across multiple scales offers a more-fine grained approach to analysing the dynamics of sustainability transitions. Our findings also call for greater attention to diverse and divergent perspectives among niche actors, emphasising the need to genuinely embrace local voices and knowledge that might otherwise be marginalised by the dominant globally and nationally driven narratives of renewable transition.     

Incorporating set-up into LRFD method for drilled shafts

The increase of pile resistance with time is referred to as ‘set-up’. This behaviour of driven piles has been widely discussed in many studies by researchers. Meanwhile, there has been little, if any, information regarding this aspect for drilled shafts. Performing a bearing capacity test for a shaft over time, however, requires higher costs and more complicated rigs compared to a driven pile. A database including results from five Osterberg cell-tested drilled shafts conducted at two different stages is considered, from which the set-up effect is statistically analysed. The reliability-based analysis technique using Monte Carlo simulation (MCS) is used to develop separate resistance factors to account for different degrees of uncertainties associated with the predicted reference resistance and the predicted set-up resistance in the framework of the load and resistance factor design (LRFD) method. By incorporating set-up into design, shaft length or number of shafts can be reduced and economical design of drilled shafts can be achieved.     

Bridge pier failure probabilities under combined hazard effects of scour, truck and earthquake. Part II: failure probabilities

In many regions of the world, a bridge will experience multiple extreme hazards during its expected service life. The current American Association of State Highway and Transportation Officials (AASHTO) load and resistance factor design (LRFD) specifications are formulated based on failure probabilities, which are fully calibrated for dead load and non-extreme live loads. Design against earthquake load effect is established separately. Design against scour effect is also formulated separately by using the concept of capacity reduction (or increased scour depth). Furthermore, scour effect cannot be linked directly to an LRFD limit state equation because the latter is formulated using force-based analysis. This paper (in two parts) presents a probability-based procedure to estimate the combined hazard effects on bridges due to truck, earthquake and scour, by treating the effect of scour as an equivalent load effect so that it can be included in reliability-based failure calculations. In Part I of this series, the general principle for treating the scour depth as an equivalent load effect is presented. In Part II, the corresponding bridge failure probability, the occurrence of scour as well as simultaneously having both truck load and equivalent scour load effect are quantitatively discussed. The key formulae of the conditional partial failure probabilities and the necessary conditions are established. In order to illustrate the methodology, an example of dead, truck, earthquake and scour effects on a simple bridge pile foundation is represented.     

The decreasing spring frost risks during the flowering period for woody plants in temperate area of eastern China over past 50 years

The temperate monsoon area of China is an important agricultural region but late spring frosts have frequently caused significant damage to plants there. Based on phenological data derived from the Chinese Phenological Observation Network （CPON）, corresponding meteorological data from 12 study sites and phenological modeling, changes in flowering times of multiple woody plants and the frequency of frost occurrence were analyzed. Through these analyses, frost risk during the flowering period at each site was estimated. Results of these estimates suggested that first flowering dates （FFD） in the study area advanced significantly from 1963 to 2009 at an average rate of -1.52 days/decade in North-east China （P〈0.01） and -2.22 days/decade （P〈0.01） in North China. Over the same period, the number of frost days in spring decreased and the last frost days advanced across the study area. Considering both flowering phenology and occurrence of frost, the frost risk index, which measures the percentage of species exposed to frost during the flowering period in spring, exhibited a decreasing trend of -0.37% per decade （insignificant） in Northeast China and -1.80% per decade （P〈0.01） in North China, implying that frost risk has reduced over the past half century. These conclusions provide important information to agriculture and forest managers in devising frost protection schemes in the region.     

Causes, effects and control of seasonal frost action in railways

Seasonally cold climate and resulting frost action set great demands to railway track substructure in order to maintain track geometry. Challenges culminate on high-speed lines, where the tolerances for roughness are the tightest. Problems may result in highly increased track maintenance and need for temporary speed restrictions. The causes of frost action can be associated with subsoil, subballast or ballast. The major concern in frost protection is to avoid the freezing of frost susceptible subsoil by using sufficient thickness of subballast and relying on non-frost-susceptible subballast material. This paper provides an overview of the main research findings on the role of ballast, subballast and subsoil in frost action. In new construction the material specifications, design procedures and construction methods have been developed to ensure adequate performance of track substructures, but special challenges exist in managing existing tracks that were not designed for modern requirements. In order to perform cost-effective and sustainable track maintenance, it is necessary to recognize the problem areas and define the root-causes of problems. For locating the problem sections and defining the causes of defects, a sophisticated analysis based on integration of track geometry and ground penetrating radar (GPR) data has been developed and is summarized in this paper.     

河南新安电厂冷却塔控制爆破拆除技术

控制爆破技术在城市改造、楼房基础以及高大构筑物的拆除领域得到了广泛应用。介绍了采用控制爆破技术成功地爆破拆除河南省新安电厂80 m高冷却塔的工程实例。     

空气潜孔锤钻进技术在援豫抗旱找水成井施工中的应用

介绍了空气潜孔锤钻进技术在援豫抗旱找水成井施工中的使用情况、成井工艺及孔内事故处理情况,分析了钻探效益,总结了该次施工取得的经验,得出在河南省太行山区,在无水情况下,运用空气潜孔锤钻进成井工艺取得成功,并可大幅提高钻进效率,保证成井质量,同时降低施工成本,提出今后河南省太行山区深部打井施工中增配专门钻机和增压机的建议。     

基于水流阻力与图论的河网连通性评价

河网连通是区域防洪、供水和生态安全的重要基础。基于图论将河网概化为图模型,考虑不同类型河道输水能力差异,以河道水流阻力倒数表征水流通畅度,并以河道水流通畅度为权值,借助ArcGIS平台建立河网图模型加权邻接矩阵,再利用MATLAB工具进行顶点水流通畅度计算和河网连通度分析,从而实现对河网连通性的定量化分析。以太湖流域嘉兴平原河网为例,进行河道疏浚前后的河网连通程度定量评价,结果表明河道疏浚后河网连通度明显增加。     

氟苯尼考对太平洋牡蛎(Crassostrea gigas)早期发育的影响

氟苯尼考作为氯霉素的替代物,理化性质稳定,在水产养殖业中被广泛使用,致使其在多种水体环境中大量残留。本研究分析了氟苯尼考(0.1、1.0和10 mg/L)对牡蛎幼虫的生长发育、运动能力、免疫抗性的影响。结果表明,氟苯尼考暴露24 h后,随着暴露浓度的增加,牡蛎幼虫的存活量呈升高趋势,而幼虫壳高和壳宽显著降低;氟苯尼考暴露不会引起牡蛎幼虫移动速度的变化,1 mg/L氟苯尼考暴露后,牡蛎幼虫移动距离呈显著性增加(P<0.05)。氟苯尼考暴露浓度、牡蛎幼虫存活量及水体细菌总数之间呈显著性相关,但水体细菌总数的变化并不是造成牡蛎幼虫发育、生长状态不同的主要原因。牡蛎幼虫在不同浓度氟苯尼考的暴露下,ILPR、Cg-Tyr和Ferritin等生长发育相关基因的表达受到影响,进而影响其生长发育、运动能力。另一方面,高浓度氟苯尼考的暴露,引起牡蛎幼虫HSP70和Cg-Tal基因相对表达量上调,积极地参与抵抗氟苯尼考暴露引起的应激反应。养殖水环境中抗生素残留可能会影响水生动物早期发育阶段的生长发育及免疫抗性,需提高对养殖水体中抗生素残留危害的认识及监测,进一步加强养殖水体水质的净化。