斗轮堆取料机电动滚筒改造

针对堆取料机电动滚筒频繁发生故障的问题进行了分析,提出了滚筒驱动部分（电动机、减速传动机构和控制部分）的改造方法。斗轮堆取料机电动滚筒改造后,解决了电动滚筒频繁损坏的问题,延长了滚筒运行寿命,降低了维护量,取得了良好的效果。     

浅水软地基海区桶形基础平台的沉贯技术

为了在渤海辽东湾海域应用桶形基础采油平台,针对该海域水文地质状况,在负压安装机理研究的基础上制定了桶形基础防冲淘、平台沉贯整体倾斜调整的技术方案,开展室内负压沉贯与静力压贯试验,设计了负压沉贯抽吸泵组模块,并成功应用于JZ9-3W桶形基础平台的海上安装,为在表层地基软弱、海底冲淘严重的浅水区安装桶形基础平台提供了一套可重复利用的抽吸泵组模块和负压安装技术。     

低产井产量计量方法探讨

大庆油田已进人后续开发阶段,低产井数量在逐年增加,其产量的准确计量成了亟待解决的问题.现有的低产井产量计量还是采用与高产井相同的计量间分离器量油方式进行.由于低产井自身的特点,分离器量油方式不能如实反映其产能.对两种量油方式进行对比研究,通过具体应用实例表明,翻斗流量计计量低产井产量效果较好.     

接入网MAC层QoS系统的多业务令牌桶流量整形算法

以HFC网络核心设备双向CM(Cable Modem)为研究背景,首先对目前的流量整形算法进行了分析,在HFC网络QoS系统需求的基础之上,提出了一种动态支持多业务整形的令牌桶算法.以美国有线电视实验室的测试用例仿真分析了队列长度对丢包率以及延时的影响.通过性能分析可以看出,该算法满足了多种应用对延时和丢包率的要求,很好地调整了数据的突发速率,有效地进行了流量整形控制.     

Comparative analysis of the performance of a novel U-shaped ‘chasing-overtaking’ production line

Fluctuations in market demands, increased mobility of workers and changing employment practices as well as companies’ increased respect for individual differences of workers have led to the phenomenon that workers with large efficiency differences work together in the same production line in manufacturing companies. In a traditional travelling production line (TrPL), low-efficiency workers can block the work of higher efficiency workers. To increase the production capacity of a travelling line composed of workers with different efficiencies, a chasing-overtaking mechanism was established and used to achieve line production capacity and efficiency improvement. A formula to calculate the production capacity of two workers with different efficiencies was derived and validated. A simulation performed to analyse the differences between the ‘chasing-overtaking’ production line (COPL), TrPL and the classic ‘bucket brigade’ production line (BBPL) with respect to production capacity, working time utilisation and equipment utilisation demonstrated that the COPL provides good production capacity and adaptability to worker differences. Finally, the statistical analysis verified that the COPL has a higher production capacity, average worker working hour utilisation rate and equipment utilisation rate than the BBPL and TrPL.     

基于网络行为偏好分类的DTBF+算法

针对Best-effect机制下DTBF动态令牌分配算法应用层流量分配不合理的问题,提出一种基于网络链路应用行为偏好分类机制的DTBF改进算法DTBF+。利用用户传输内容分类策略,将空闲用户链路中多余的令牌动态地分配到非对等(P2P)应用的繁忙用户链路中。应用结果表明,该算法可有效提高带宽的使用率和非P2P应用链路的瞬时带宽,降低资源分配的盲目性。     

TPR^＊树索引构建及其动态维护方法

提出一种新的TPR^＊树索引构建方法,在根节点层利用速度矢量对移动对象集进行划分,根据速度矢量的大小将移动对象聚集到不同子节点中,并逐层构建TPR^＊树。在根节点层用溢出桶存储插入的移动对象记录,同时对TPR^＊树索引进行批量插入更新,以减少其插入更新维护的代价。实验结果表明,该方法是可行的。     

A Framework for Providing User Level Quality of Service Guarantees in Multi-Class Rate Adaptive Systems

The problem of channel sharing by rate adaptive streams belonging to various classes is considered. Rate adaptation provides the opportunity for accepting more connections by adapting the bandwidth of connections that are already in the system. However, bandwidth adaptation must be employed in a careful manner in order to ensure that (a) bandwidth is allocated to various classes in a fair manner (system perspective) and (b) bandwidth adaptation does not affect adversely the perceived user quality of the connection (user quality). The system perspective aspect has been studied earlier. This paper focuses on the equally important user perspective. It is proposed to quantify user Quality of Service (QoS) through measures capturing short and long-term bandwidth fluctuations that can be implemented with the mechanisms of traffic regulators, widely used in networking for the purpose of controlling the traffic entering or exiting a network node. Furthermore, it is indicated how to integrate the user perspective metrics with the optimal algorithms for system performance metrics developed earlier by the authors. Simulation results illustrate the effectiveness of the proposed framework.

达克曲克水电站溢洪道空化空蚀问题研究

国内首个成功运用通气减蚀措施避免泄水建筑物空蚀的工程是冯家山水库.与冯家山大坝一样,达克曲克水电站属中坝工程,最大坝高62.6m,有必要讨论表孔溢洪道泄槽空化空蚀问题.采用时启燧等提出的掺气挑坎临界坎高的经典算法以及空化空蚀相关规范,通过理论计算与实际分析表明:①在溢洪道泄槽段无需设置掺气挑坎;②在没有掺气减蚀措施的情况下,计算施工不平整度按要求控制可以有效避免空化空蚀.     

挑流水垫塘坎尾壅水特性研究

挑流水垫塘(消力池)尾坎的壅水特性,对尾坎选型有重要的影响。通过模型试验实测和堰流计算的对比分析,对非淹没和淹没过流状态下尾坎壅水特性进行了研究。研究发现,受水垫塘(消力池)内的水流紊动影响,一般实际工程中尾坎高度可能偏小,因此,选择尾坎高度时需要在堰流计算的基础上适当加高。非淹没过流状态下,当泄洪流量相对较小时,尾坎高度可直接由堰流计算壅水曲线确定;随着泄洪流量的增加,水流紊动对尾坎壅水高度的影响也越来越大,尾坎的实际壅水高度与堰流计算值之间的差值逐渐增大,最高可达16.64%。淹没过流状态下,随泄洪流量的增加,水流紊动对尾坎壅水高度的影响越来越小,尾坎的实际壅水高度与堰流计算值之间的差值也逐渐减小,最小仅为7.43%。