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国家自然科学基金(51179114)

作品数:13 被引量:37H指数:4
相关作者:吴建华马飞彭育汪振翟俨伟更多>>
相关机构:四川大学河海大学中国电建集团华东勘测设计研究院有限公司更多>>
发文基金:国家自然科学基金国家重点基础研究发展计划更多>>
相关领域:水利工程理学轻工技术与工程交通运输工程更多>>

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13 条 记 录,以下是 1-10
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掺气设施底坡设计反问题
掺气减蚀一直是高水头泄水建筑物空蚀保护的有效手段。传统的掺气设施的设计方法是在给定的运行条件下,设施掺气设施的结构形式、确定相关几何参数,通过一些物理模型试验和其它手段,检验掺气减蚀的效果。本研究提出了一种运用反问题方法...
樊博吴建华许唯临
关键词:掺气底坡反问题神经网络泄洪洞
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自由液面附近空化泡的溃灭特性被引量:4
2017年
研究自由液面附近空化泡的溃灭特性对认识水利水电工程中的空蚀破坏机理具有重要意义。为进一步认识自由液面附近空化泡的溃灭特性,开展了电火花激发空化泡试验。结果表明:(1)空化泡与自由液面距离较近时总是背离自由液面溃灭,背离的临界条件为空化泡与自由液面的距离约是空化泡最大半径的5倍。空化泡尺寸越大或空化泡与自由液面距离越近,其背离现象越明显。(2)自由液面附近双空化泡相向溃灭融合,且融合体背离自由液面移动。(3)在自由液面和空气泡的共同影响下,空化泡的溃灭方向是二者分别对空化泡作用的矢量和。通过本文研究,对自由液面附近空化泡的溃灭有了定量认识,可以在一定条件下预测空化泡的溃灭方向。
张亚磊许唯临张祺翟俨伟
关键词:空化泡自由液面
Cavity filling water control below aerator devices被引量:1
2014年
With the rapid development of high dam projects within China, the dragon-drop-tail spillway tunnel is introduced and widely used. In view of the high water head and the large flow velocity on the dragon-drop-tail section, aerator devices are usually placed for the cavitation damage control. For the device placed in its initial position, it is a serious concern to design a suitable flow regime of the cavity and to control the cavity filling water due to the large flow depth and the low Froude number through this aerator. In this study, the relationships between the geometries of the aerator device and the jet impact angle of the lower trajectory of the flow are theoretically analyzed with/without a local slope. Nine test cases with different geometries are designed, the effectiveness of the filling water control is experimentally investigated under different operation conditions, and two criteria of the local slope design are proposed. It is concluded that the cavity flow regime and the filling water can be improved if a small impact angle and some suitable geometries of the local slope are designed.
钱尚拓吴建华马飞徐建荣彭育汪振
泄洪洞龙落尾段流态控制的试验研究被引量:4
2015年
龙落尾泄洪洞由于大部分泄洪洞段都处于相对较低的水头,近年来在大型水电工程中有良好的应用。然而,在龙落尾段,坡度大,流速高,为减免空蚀破坏设置掺气设施是必要的。该文以某大型水电工程为对象,运用物理模型试验,通过13个方案,包括底部掺气设施的结构形式,折流器和侧扩两类侧墙掺气方式,以及文中推出的一种后退式侧墙掺气结构,对全断面掺气设施可能导致的水翅危害,水面的局部雍高等不良流态进行了专门研究。结果表明:对于侧墙掺气设施,折流器类掺气比侧扩掺气对流态干扰更大;在满足下游合理的掺气浓度条件下,减小底部挑坎坎高和挑角能够改善水流表面的局部雍高;后退式侧墙掺气设施结构由于上移了侧空腔尾部的位置,可以有效地改善侧掺气设施引起的水翅危害。
吴国领马飞吴建华徐建荣彭育汪振
关键词:掺气设施水翅流态
Experimental study on pressure and aeration characteristics in stepped chute flows被引量:6
2015年
The free flow on the step surfaces has received much attention for its representative body type,flow structure,water-air two phase flow,cavitation,and many complex issues.The experiments about the time-averaged pressure and aeration concentration distribution on the step surface show that the vertical plane of steps will inevitably experience negative pressure,which must rely on adequate aeration concentration to avoid cavitation damage.However,the self-aerated flow at the head section has a relatively low aeration concentration,and the concentration of the entire steps decreases with the increasing of weir head,the minimum appears in the vicinity of the corner,and the location is close to the minimum pressure.Thus,it is necessary to set aerator in the upstream end of the step surfaces to avoid cavitation damage.
XU Wei LinLUO Shu JingZHENG Qiu WenLUO Jing
Inception point of air entrainment over stepped spillways被引量:2
2013年
The location of the inception point of the air entrainment directly affects the energy dissipation ratio, the cavitation damage control, and the training wall height designs for a stepped spillway and a stilling basin. In this paper, the boundary layer theory of plates is used to predict the location of the inception point of the air entrainment over the stepped spillways by assuming the steps on the spillways as a kind of roughness. An empirical formula is presented based on the physical model experiments, with the maximum error less than 1% except at one point where the error is 1.6%, as compared to the experimental data. Meanwhile, it is shown that the location of the inception point of the air entrainment for the stepped spillway is much nearer to the top of the spillway than that for a smooth spillways, which explains why the high ratio of the energy dissipation is provided for the stepped spillway.
WU Jian-huaZHANG BinMA Fei
关键词:CAVITATION
Cavitation bubbles collapse characteristics behind a convex body被引量:4
2013年
Cavitation bubbles behind a convex body were experimentally studied by a high speed camera and a hydrophone synchronously. The experiments were conducted in a circulating water tunnel with five various contraction ratios: β = 0.497, β= 0.6, β= 0.697, β= 0.751, and β= 0.799. The distributions of the cavitation bubble collapse positions behind the five different convex bodies were obtained by combining the images taken by the high speed camera. According to the collapse positions, it was found that no cavitation bubble was collapsed in the region near the wall until the ratio of the water head loss over the convex body height was larger than 20, which can be used to predict if the cavitation damage would occur in the tunnel with orifice energy dissipaters.
李瑶许唯临张亚磊张敬威陈春祺阿蓉
关键词:COLLAPSE
Experimental study of the interaction between the spark-induced cavitation bubble and the air bubble被引量:8
2013年
Experiments are carried out by using high-speed photography to investigate the interaction between the spark-generated cavitation bubble and the air bubble in its surrounding fluid. Three problems are discussed in detail: the impact of the air bubble upon the development of the cavitation bubble, the evolution of the air bubble under the influence of the cavitation bubble, and the change of the fluid pressure during the development of a micro jet of the cavitation bubble. Based on the experimental results, under the condition of no air bubble present, the lifetime of the cavitation bubble from expansion to contraction increases with the increase of the maximum radius. On the other hand, when there is an air bubble present, different sized cavitation bubbles have similarity with one another generally in terms of the lifetime from expansion to contraction, which does not depend on the maximum radius. Also, with the presence of an air bubble, the lifetime of the smaller cavitation bubble is extended while that of the bigger ones reduced. Furthermore, it is shown in the experiment that the low pressure formed in the opposite direction to the cavitation bubble micro jet makes the air bubble in the low pressure area being stretched into a steplike shape.
罗晶许唯临牛志攀罗书靖郑秋文
龙落尾起始段掺气设施空腔回水特性研究被引量:3
2021年
龙落尾泄洪洞可以大大降低泄洪洞缓坡段的流速,但在龙落尾段其流速仍然较高。在龙落尾起始段设置掺气设施,其佛氏数特性与以往三种类型的掺气设施大不一样,由此,其掺气空腔特性也有不一样的特点。该文在理论分析的基础上,设计了三组12个试验方案,专题研究泄洪洞底坡、掺气坎坎高和挑角等变量在不同来流条件下,掺气坎下空腔回水特性,同时,得到了掺气坎下空腔流态从无回水的净空腔流态到部分回水流态,再到完全回水淹没流态的临界条件。结果表明:随着工作水头的增加,过坎佛氏数表现为先减后增的特性,整个工作条件下,过坎佛氏数较小;另外,在过坎佛氏数增加的区域,虽然工作水头增加,但相对空腔长度减小,净空腔也减小。这是龙落尾起始段掺气设施空腔流态不同于以往三类掺气设施特有的现象。
何佳吴建华徐建荣马飞彭育
关键词:掺气坎空腔长度
底挑消能工共轭水深的优化计算与试验研究被引量:3
2014年
根据"底挑"这一新型消能工结构特点,基于水跃基本理论,研究和优化了计入反弧段离心力作用的跃前水深和考虑底挑反弧作用的跃后水深形成共轭水深时的计算方法,采用牛顿迭代法表达了底挑消能工共轭水深两者各自的计算式,并将优化后的共轭水深在水跃函数曲线图中补充体现。同时,以实际水利工程底挑结构为原型,按照枢纽既定工况,分别求得了共轭水深优化计算值与常规值,对比发现优化计算的第一共轭水深略大于常规值,而优化计算的第二共轭水深微小于常规值;并且结合水工模型试验研究验证了共轭水深优化计算的合理性和优势。
程飞杨朝晖刘善均
关键词:水力学共轭水深优化计算水跃模型试验
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