唐河水库大坝设计及稳定分析

根据唐河水库工程的实际地质和地形条件,主要对唐河水库混凝土面板堆石坝和混凝土重力坝以及泄洪冲砂闸进行了设计,同时对混凝土重力坝的应力和坝基抗滑稳定进行了计算分析以及根据规范校核了泄洪闸稳定性.计算结果表明,坝体及坝基面最大垂直正应力分别为357.1 kPa和539.8kPa,在最不利工况下坝基抗滑稳定安全系数为3.26...     

水闸监控系统中的数据采集与传输

针对水闸监控系统数据采集和传输方法这一问题,介绍了PLC与设备数据的传输方法和原理;PLC与组态软件通过设置或者OPC等方法进行数据传输的方法;应用软件之间通过DDE传输数据等方法。在实际应用中根据不同的设备选型、总体方案来选择相应的最优数据采集与传输的方法。     

Foraging mechanisms of age-0 lake trout (Salvelinus namaycush)

Reaction distances under various light intensities (0-19 uE/m2/s), angles of attack, swimming speeds, and percentage of overall foraging success were measured. Extensive efforts have been invested in restoring lean lake trout (Salvelinus namaycush) populations in the Laurentian Great Lakes, but successful natural recruitment of lake trout continues to be rare outside of Lake Superior and parts of Lake Huron. There is evidence of high mortality during the first several months after eggs hatch in the spring, but little is known about the foraging mechanisms of this age-0 life stage. We developed a foraging model for age-0 lake trout (S. namaycush) in response to amphipods (Hyalella azteca) and mysids (Mysis diluviana) by simulating underwater environmental conditions in the Great Lakes using a temperature-controlled chamber and spectrally matched lighting. Reaction distances under various light intensities (0–19 uE/m²/s), angles of attack, swimming speeds, and percentage of overall foraging success were measured. Intake rates under different light intensities and prey densities were also measured. Age-0 lake trout were non-responsive in the dark, but were equally responsive under all light levels tested. Age-0 lake trout also demonstrated a longer reaction distance in response to moving prey, particularly mysids, which had an escape response that reduced overall foraging success. We determined that prey intake rate (numeric or biomass) could be modeled most accurately as a function of prey density using a Michaelis–Menton equation and that even under low mysid densities (3 individuals/m²), age-0 lake trout could quickly satisfy their energetic demands in a benthic setting.     

新疆某水利枢纽泄洪闸闸墩温控 防裂反馈分析

Based on the basic theory of temperature field and stress field for mass concrete, a feedback calculation for the temperature control simulation is made in accordance with the specific characteristics of the pier of the flood discharge sluice for a water control project in Xinjiang. It is known through the calculation that the adoptions of both the measure to alleviate the temperature difference between the inner and the outer concrete of the pier during the early period and the measure of the following-up temperature insulation for the concrete are the favorable methods to prevent the cracking of the pier concrete, and then this study result can provide references for the related project concerned.     

泄水闸预应力锚索的设计与研究

针对目前大型工程泄水闸预应力锚索设计方法和控制标准不统一的问题,本文根据《水工混凝土结构设计规范》（DL/T 5057—2009）对弧形闸门预应力混凝土闸墩的颈部提出的抗裂验算的控制标准,以某工程为例,采用工程中成熟的U型主锚索布置方式,探索泄水闸预应力锚索的设计与研究,并提出了一套以三维有限元分析为基础的设计方法和思路,对类似工程问题提供借鉴。     

感潮河口平原防洪排涝的探索——以浙江省某河口为例

我国海岸线绵长,河口港湾众多,东南沿海地区在台风季节经常不同程度地受到台风影响。台风期的强降雨和风暴潮给很多地区带来洪涝灾害,造成较大的经济损失。以浙江省某感潮河口地区为例,充分利用河口地区特殊地理条件,提出将河口挡潮闸外移以增加调蓄容积,保障区域防洪排涝安全,并以此作为一种提高沿海感潮河口防洪排涝能力的思路。     

南昌昌北闸门控制系统设计

 南昌市昌北闸门控制系统负责南昌市整个昌北地区的防洪排涝任务,以其中的前湖电排站为例,详细介绍了基于工业以太网的闸门群组控制系统的组成结构、现场控制所用的PLC选型依据,结合程序流程图给出了现场控制程序的编制原则和部分程序实例,介绍了基于工业以太网的WinCC组态软件的设计方法,给出了部分控制界面。根据“数字昌北”的扩展性要求,系统在结构上具有良好的延展性,采取软硬件结合的方式保证其响应速度,投入运行以来工作稳定可靠,降低了人工操作的危险性和不准确性,减轻了人员的劳动强度,实现了预期的目标,得到了用户的高度肯定。     

基于定量化指标体系的水闸安全综合评价方法研究

结合大量水闸调研资料,研究影响水闸安全的主要因素,构建一套全面、可量化的水闸安全评价指标体系,并在此基础上建立水闸安全综合评价方法。利用此评价方法对宁车沽防潮闸、蓟运河防潮闸、海河二道闸和九丈窝分洪闸进行安全评价,评价结果与基于传统专家经验法的鉴定结论相吻合,有效地指导了水闸安全鉴定工作,为上级部门提供了科学合理的决策依据。     

王希鲁节制闸钢筋混凝土底板施工中的温度与浇筑时间控制

王希鲁节制闸钢筋混凝土底板最小厚度1.5 m,一次浇筑混凝土工程量525 m3,属大体积混凝土。为确保闸底板混凝土不产生施工冷缝和温度裂缝,施工中对温度和浇筑时间进行了严格控制,取得了较好的施工效果。     

新疆塔日勒嘎水电站泄洪冲砂隧洞出口闸室基础处理

针对新疆克州塔日勒嘎水电站泄洪冲沙闸闸室置于不同强度地基基础上的情况,设计了简单易得的扩大回填方案以处理基础,通过三维有限元计算和现场的实际监测,结果表明:这种基础处理方案安全可靠,有一定的实用价值。