电梯智能群控系统研究概况

电梯是高楼大厦中不可缺少的垂直运输工具。为了提高电梯服务的性能,采用优质的电梯群控系统统一管理电梯运行是一个值得研究的问题。本文介绍了电梯群控系统的起源和现状,着重对智能群控技术发展进行了概括和分析。对部分电梯公司的群控技术应用情况进行了论述。最后对群控技术的发展进行了展望。     

水泥混凝土拱桥裂缝治理方法研究

水泥混凝土裂缝的防治，是一项极具经济价值和社会意义的工作，其预防措施的合理与否至关重要。在参考有关类似工程经验的基础上，本文对拱桥裂缝的成因、整治原则和方案进行了系统介绍。对于广大工程检测和维护人员开展工作具有一定的指导意义。     

基于沉降控制和共同作用的基础补强设计

根据桩基沉降的计算原理,论述不同桩长桩型的沉降计算方法,并据此提出考虑共同作用的基础内力计算方法。针对某工程的基础特点,按照沉降控制和共同作用对基础进行了补强设计。     

沥青混凝土面层施工中的质量控制

从沥青混合料、运输、摊铺、碾压这四个方面，介绍了沥青混凝土面层施工质量控制中应注意的几个问题，以提高沥青混凝土面层的压实度和平整度，确保路面的施工质量。     

谈住宅小区电气安装工程质量管理

电气工程的施工质量管理是整个住宅小区工程质量管理的一个重要组成部分,具体可分为前期质量管理、施工过程质量管理和后期质量管理,其中过程质量管理是核心。本文主要从防雷接地及等电位联结、配管、线路敷设、配电箱及灯具安装等阶段阐述了其质量管理的要点。     

给水管网系统的性能评价

对给水管网性能评价从结构、水力、水质三方面分析。利用控制回路的思想,提出了给水管网系统性能评价方法。并选择节点余氯为状态变量,通过EPANET的水质分析功能,对某城市给水管网进行模拟计算。利用服务性能曲线、归纳函数,对模拟结果进行性能评价,得到整个管网的节点余氯评价值。最后对该方法的适用性进行了总结。     

变水流量空调系统温度调节分析

根据能量守恒,建立了一个由空调房间、表冷器和冷水系统组成的暖通空调系统特性模型;在考虑了室外气候的变化和室内人员的变动情况下,对空调系统变水流量的比例积分(PI)控制以调节房间温度进行研究,分析控制参数对房间温度控制的影响。结果表明合理的控制参数选择取决于空调系统特性。     

Delayed influence of dam storage and discharge on the determination of seasonal proliferations of Microcystis aeruginosa and Stephanodiscus hantzschii in a regulated river system of the lower Nakdong River (South Korea)

This study presents the relationship between the dam hydrology and phytoplankton proliferations in a regulated river system in East Asia. A long-term ecological study reveals that multi-purpose dam regulation on river flow in the Nakdong River (South Korea) affects proliferating patterns of phytoplankton, especially during summer (June-August) and winter (December-next February) as Microcystis aeruginosa and Stephanodiscus hantzschii, respectively, dominate each season by over 80%. Eutrophication was observed in the lower Nakdong River (South Korea) (mean+/-standard deviation: nitrate-N, 2.8+/-0.9 mg L(-1); phosphate-P, 40.3+/-31.3 microg L(-1); chlorophyll a, 45.2+/-84.9 microg L(-1); n=449), and the limnological characteristics responded to climatic variations such as monsoon and summer typhoons. The river basin experiences concentrated rainfall during the rainy season (June-September, over ca. 60% of total annual rainfall). Correlation and cross-correlation for time-delayed relationship revealed the hydrological environments (i.e., quantity of dam storage and discharge) had significantly negative relationship with the population dynamics of the two bloom-forming species for up to the next 2 years. S. hantzschii had clearer relationship with dam storage and discharge, which might be due to the seasonality exhibited by the species. The results support the necessity of "smart flow control" which may enable destruction of bloom formation by the two species with an adequate pulse of discharge generated by upstream dams in the far-east Asian river systems. This would increase the efficiency of water resource management system.     

土的冻胀实验方法的改进

在传统冻胀试验基础上,通过对温度控制量测系统、变形自动监测系统及加载系统进行改造,来实现冻胀量试验的自动化控制,这有利于提高实验精度,减少实验者的劳动强度。实验结果表明,改进的实验方法是合理可行的。     

Management of bridges with shallow foundations exposed to local scour

Abstract

The Serbian road network includes a large portion of bridges with shallow foundations vulnerable to local scour as tragically demonstrated during the extreme flooding in May 2014. Currently, the bridge management procedures in Serbia and worldwide do not comprehensively account for a risk of bridge failure due to flooding and fail to provide sufficient information for the decision-making. Thus, a novel methodology for quantitative vulnerability assessment is suggested as a tool to identify the most vulnerable bridges in a network. Herein, the essential task is evaluation of the conditional probability of a bridge failure due to local scour in a flooding event of a certain magnitude. To apply this approach on a network level, there is a dire need to establish precise practice-ready guidelines on an optimal set of information to be used and/or collected in situ, which is discussed on an example of the Serbian bridge database. The vulnerability of a bridge to local scour may be used as a comprehensive indicator of a bridge performance in a flooding event. For a network level, the vulnerability maps with respect to flooding of different magnitudes will give road operators crucial information to apply adequate quality control plans to vulnerable bridges.