300MW机组高压加热器结构特点

简要介绍了哈锅300MW机组高压加热器发展概况及给水入口管端、过热蒸气冷却段出口部、疏水冷却段入口部、上级疏水入口等部件的结构特点。     

电站取水河段长时段的泥沙淤积特性研究（注：研究生论坛）

摘 要:为解决将数学模型运用于电站取水口长时段内的河床演变问题,从而引起计算效率与精度不足的缺陷。本文采用基于隐式与显式结合的算法,探索河道长时段的泥沙淤积特性,建立能模拟长时段河床演变的水沙数学模型,并将该模型应用于昭化电站取水河段泥沙冲淤模拟。通过物理模型与数学模型在不同频率洪水下取水口水位和流速的比较结果,表明此数学模型可以较好模拟取水口水流特性;通过预测昭化电站拉沙方案与不拉沙方案下取水河段运行多年后的河床演变,结果表明此数学模型模拟结果与实际工程结果相似,符合客观规律,能较好模拟河段的泥沙问题。     

反应堆流场分析的数值模拟

运用CFD分析工具对反应堆内的流场分布进行数值模拟,给出反应堆燃料组件入口处流场的速度和流量分配情况.通过对计算结果的比较分析,对核电厂反应堆内的流动特性有比较全面的了解,从而为反应堆堆内构件的设计和优化提供分析依据.结果表明反应堆内流场采用CFD技术进行模拟计算是可行的.     

循环流化床烟气脱硫塔进口流场模拟及优化

为了改进循环流化床脱硫塔因下部装有的弯管加文丘里管式入口结构所造成的底部区域不均匀气流场,采用RNGκ-ε湍流模型对脱硫塔的气流场进行了模拟计算,讨论了这种进口结构对脱硫塔流场的影响机理,并对该进口结构进行了优化.结果表明:RNGκ-ε模型对于该流场具有较好的模拟效果,在弯管和文丘里管综合作用下,脱硫塔内中下部的气流场分布不均,而返料口对脱硫塔的气流场影响很小.通过对比3种入口结构的优化方式,发现采用改进导流叶片的方式优化效果较好,可成功均布脱硫塔气流场,造成的床层压损也很小.     

Design concept of three-dimensional section controllable internal waverider hypersonic inlet

A new hypersonic inlet named three-dimensional section controllable internal waverider inlet is presented in this paper to achieve the goal of section shape geometric transition and complete capture of the upstream mass. On the basis of the association between hypersonic waverider airframe and streamtraced hypersonic inlet, the waverider concept is extended to yield results for the internal flows, namely internal waverider concept. It is proven theoretically that not osculating cones but osculating axisymmetric theory is appropriate for the design of section controllable internal waverider inlet. And two design methods out of the internal waverider concept are proposed subsequently to construct two inlets with specific section shape request, triangle to ellipse and rectangle to ellipse ones. The calculation results show that the inlets are capable of keeping their shock structures and the main flow characteristics exactly as their derived flowfield. Further, the inlets successfully capture all the upstream mass despite their complicated cross-section transitions. It is believed that the concept proposed explores a new way of designing three-dimensional hypersonic inlets with special demand of section shape transition. However, the detailed flow characteristic and the performance of the internal waverider inlets are still under investigation. Supported by the National Natural Science Foundation of China (Grant No. 90405009)     

Study on the floatation mechanism and floatation performance for the floatation cyclone of natural inlet air

A novel structure floatation cyclone of natural inlet air has been designed, and its structural characteristics and floatation principle have been analyzed. The velocity and pressure distributions within the flow field of the floatation cyclone have been studied by Navier-Stokes equations. Based on the flow characteristics of the mixture of fine coal and water, reasonable boundary conditions are decided and the equations are modified, so that the final equations can describe the real flow state of the flow field of the floatation cyclone. The boundary surface position between float coal and tailings is determined and there is an air cylinder in the central region of the floatation cyclone. The research reveals the floatation mechanism of the floatation cyclone. The floatation results can be greatly improved by regulating the structural dimensions of cyclone. The experimental results show that the floatation cyclone is very effective for the floatation of fine coal grains.     

巢湖兆河分洪闸泄流特性试验研究

受周边地形条件及环境限制,巢湖兆河分洪闸与河道呈垂直布置,进流条件不利。针对分洪闸与河道垂直布置这一特征,分别对开敞式和涵洞式分洪闸进行了水工模型进口流态试验分析,结果表明涵洞式分洪闸进流流态优于开敞式分洪闸,能更好地保证各闸孔的均匀进流。针对涵洞式分洪闸方案,研究了分洪闸敞泄和控泄的泄流能力,指出敞泄状态下进口行近流速对流量计算影响明显,在水闸规划设计中,应计入行近流速影响。为改善消能效果及出口水流与下游的衔接,进行了多方案消能防冲改进试验,结果表明尾坎作为一种冲击式消能工布置在挖深式消力池末端,可使出口水流流速分布更加均匀并与下游水流衔接更为平顺,明显增强消能防冲效果。     

泄水涵洞中平板闸门流量系数的试验研究

通过对有平板闸门泄水涵洞的水流进行了试验,对涵洞关键点的压强、流量以及闸后收 缩水深进行测量,对相应各点的水头损失进行了计算,对试验数据进行了分析,得出了涵洞中闸 后收缩水深的拟合计算式,最后分析得出了涵洞中平板闸门的流量系数。结果表明了涵洞中的闸 门流量系数主要与涵洞前水库水深和涵洞的高度有关,其值比堰顶的流量系数大,比管嘴出流的 流量系数小。     

长江南京八卦洲汊道治理与沿岸经济发展探讨

长江南京八卦洲汊道左汊缓慢衰退、分流比减小,河床淤积抬高,影响了沿岸大型企业集群的运行安全。介绍了八卦洲汊道已实施的整治工程和效果,结合汊道沿江地区的经济发展状况,提出保持河势长期稳定和充分利用岸线资源等汊道整治需求,提出系统整治的指导思想和初步方案,并针对具体的整治要点和难点提出针对性建议,以期提供适合岸线开发利用的水域条件,促进沿岸经济可持续发展。