沉降土体对管道跨越结构应力影响的分析

为了更好地保障长输管道的安全稳定运行,针对长输管道当中的跨越结构进行了应力分析与计算。基于管道跨越结构其结构的特殊性,极容易受到断层、土体塌陷等地质灾害的影响。因此建立了跨越段埋地管道与土壤相互作用的有限元力学模型,分析了30°、40°、50°、60°跨越结构和不同范围土体发生沉降时,管道的应力变化情况。结果显示,当跨越结构中斜管段的角度确定后,便可计算出相应的安全沉降长度;当斜管段角度为50°时,沉降长度控制在13.6m以内,可保证跨越结构不发生塑性变形。通过研究为管道跨越段的安全设计提供了理论依据,该方法可应用在类似的管道跨越结构的应力设计当中。     

Testing Sleeping Bags According to EN 13537:2002: Details That Make the Difference

The European Standard on sleeping bag requirements (EN 13537:2002) describes a procedure to determine environmental temperature limits for safe usage of sleeping bags regarding their thermal insulation. However, there are several possible sources of error related to this procedure. The main aim of this work was to determine the influence of the various measuring parameters on the acuity of the respective parameters in order to judge the requirements. The results indicated that air velocity, mattress insulation and time between unpacking the bag and measurement had a significant impact on the result, with a difference of up to 5–15% in thermal insulation between minimum and maximum allowable parameter levels. On the other hand, manikin weight, thickness of the artificial ground and presence of a face mask were found to have a negligible influence. The article also discusses more general aspects of the standard including the calculation methods used.     

Development of an indirect-cost calculation model suitable for workplace use

Introduction: Occupational Health and Safety (OHS) stakeholders rarely factor the cost of workplace accidents into prevention spending decisions. The lack of consideration of this key information is related to the fact that the scientific literature has failed to provide OHS stakeholders with a cost-calculation tool that is both sufficiently accurate and does not require a data-collection stage ill-suited to the time constraints of workplace decision-makers. Method: This study reviews the recent literature to identify key elements that should foster the use of indirect-cost calculation methods by decision makers. Results: A “local” approach currently appears to be the best method for calculating indirect costs of workplace incidents or accidents in comparison to “bottom-up” or “top-down” approach. This paper discusses four criteria that this type of approach must satisfy to be compatible with the time constraints and accuracy demands of OHS stakeholders in organizations. In addition, four bases for the development of a new indirect cost estimation model are presented and discussed. Impact on industry: this study provides bases and criteria to help the development of indirect-cost calculation models better suited to workplace use than those currently available.     

现场测定煤层透气性系数计算方法的优化研究

为深入分析瓦斯在煤层内流动的阻力特性,根据煤层瓦斯径向不稳定流动理论,探讨煤层透气性系数的本质内涵及物理意义,指出其现场应用过程中存在的不足。基于无因次流量准数Y和时间准数F0之间的关系,对系数a,b值进行修正,提出透气性系数公式的优化计算方法。给出对比2种计算方法的现场应用实例。结果表明,优化方法的计算过程不必采用试算,计算结果的相对误差小于2%,可满足现场应用的实际要求。依据现场测定值可计算出AB的区间范围,据此可直接选择相应公式计算煤层透气性系数。     

基于断裂力学的船型网箱疲劳损伤评估研究

目的 结合断裂力学,通过直接计算方法进行海洋结构物疲劳损伤评估研究。方法 运用有限元方法,并通过谱分析进行结构强度评估,找到结构热点应力。对热点进行局部精细建模,运用断裂力学方法进行疲劳裂纹扩展,进行海洋结构物疲劳损伤评估。结果 通过水动力分析表明,船型网箱在波浪入射角为0°及180°时,运动幅值最大。通过直接强度计算,验证了网箱满足强度要求,但存在明显的应力集中现象。选取3个疲劳热点进行裂纹扩展,得到其疲劳寿命分别为11.3、17.3、33.1 a。结论 实现了基于断裂力学的海洋结构物强度分析与寿命预测,解决了海洋结构物疲劳损伤评估中计算效率与精度的平衡、整体模型与局部裂纹的耦合等问题。     

水质监测中的快速传感技术

传感器的发展是水质监测中的关键技术之一。以水质调查对监测技术的需求和相应传感器的发展趋势的分析为出发点,重点介绍了光纤传感器和生物传感器的原理和在水质监测中的应用,指出了快速传感技术应用的重要意义和发展前景。     

基于Adam优化深度神经网络快速确定瓦斯抽采半径*

为解决煤矿瓦斯有效抽采半径难以快速准确确定的问题,采用基于Adam算法优化DNN（深度神经网络）方法来预测瓦斯抽采半径。查阅文献共收集已得到验证的970组数据集,每组数据选取煤层瓦斯初始渗透率、钻孔直径、抽采时间、地应力、煤层初始瓦斯压力作为预测模型的5个特征量,有效抽采半径作为目标输出值。接着预测模型进行不断学习和训练,最终训练得到1个最优的瓦斯有效抽采半径预测模型。利用训练好的最优预测模型结合Python语言开发出计算有效抽采半径的软件,并使用该软件在四季春煤矿和鹤煤六矿进行有效抽采半径预测的工程实例研究,验证该软件预测抽采半径的实用性和准确性。研究结果表明:通过使用开发的软件,可快速且较准确地计算出矿井瓦斯有效抽采半径,可为暂不具备现场测试条件的矿井抽采设计提供一定的参考依据。     

日光/H2O2/草酸铁络合物光解水溶液中的直接耐酸大红

以H2O2/草酸铁络合物作光氧化剂,利用太阳光对水溶液中的直接耐酸大红进行了光氧化降解试验研究。结果表明,在日光照射下,H2O2/草酸铁络合物能使溶液中直接耐酸大红迅速光解,晴天光照15min或阴天光照30-40min,溶液（直接耐酸大红的质量浓度为50mg/L）可褪至无色;溶液的初始pH对染料光解有显著影响;pH为2-4时光解效果最佳;提高H2O2浓度可以提高光解速率,但H2O2的利用率会降低。     

DEVELOPMENT OF A GIS‐BASED FLOOD INFORMATION SYSTEM FOR FLOODPLAIN MODELING AND DAMAGE CALCULATION1

ABSTRACT: This work presents a flexible system called GIS‐based Flood Information System (GFIS) for floodplain modeling, flood damages calculation, and flood information support. It includes two major components, namely floodplain modeling and custom designed modules. Model parameters and input data are gathered, reviewed, and compiled using custom designed modules. Through these modules, it is possible for GFIS to control the process of flood‐plain modeling, presentation of simulation results, and calculation of flood damages. Empirical stage‐damage curves are used to calculate the flood damages. These curves were generated from stage‐damage surveys of anthropogenic structures, crops, etc., in the coastal region of a frequently flooded area in Chia‐I County, Taiwan. The average annual flood damages are calculated with exceedance probability and flood damages for the designed rainfalls of 2, 5, 10, 25, 50, 100, and 200 year recurrence intervals with a duration of 24 hours. The average annual flood depth in this study area can also be calculated using the same method. The primary advantages of GFIS are its ability to accurately predict the locations of flood area, depth, and duration; calculate flood damages in the floodplain; and compare the reduction of flood damages for flood mitigation plans.     

环境会计—21世纪会计界的新课题

随着可持续发展经济战略目标的实施,环境问题受到越来越多的重视,会讨如何在环境管理中发挥其作用,向有关的信息使用者提供有用的信息,这便是环境会计所研究的内容。