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竖井式溢洪道退水隧洞压气板研究
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作者 陆梅 王建波 刘曼 《海河水利》 2024年第6期69-72,共4页
竖井式溢洪道主要是由环形溢流堰、竖井段、消能井、无压退水隧洞及出口消能等组成,水流经消力井消能后在无压退水隧洞起始端存在急剧转向和冲顶现象,导致水面线持续震荡。在不影响无压退水隧洞过流能力的前提下,为促使水面尽快达到稳定... 竖井式溢洪道主要是由环形溢流堰、竖井段、消能井、无压退水隧洞及出口消能等组成,水流经消力井消能后在无压退水隧洞起始端存在急剧转向和冲顶现象,导致水面线持续震荡。在不影响无压退水隧洞过流能力的前提下,为促使水面尽快达到稳定,在无压退水隧洞起始端设置压气板。通过水工模型试验,比选了竖井溢洪道无压退水隧洞压气板选型。通过无压气板、三角形压气板、矩形压气板在无压退水隧洞内水流流态、竖井内环状水跃、消力井底板压强3个方面试验结果的对比,经综合考虑,推荐矩形压气板,供实际工程采用。 展开更多
关键词 溢洪道 压气板 流态 水跃
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竖井式溢洪道明流隧洞水流流态改善措施研究 被引量:3
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作者 高翔 高轩 +4 位作者 张振伟 李广宁 秦楠 王丽娟 孙双科 《水利水电技术(中英文)》 北大核心 2022年第S02期249-254,共6页
竖井式溢洪道布置中竖井与明流隧洞衔接段的水力特性十分复杂,尤其在高水头运行条件下,衔接段复杂的水流流态会导致整个明流隧洞内水面持续波动,流态不稳,对明流隧洞段的结构安全造成严峻考验。文章提出了一种有利于改善衔接段水流流态... 竖井式溢洪道布置中竖井与明流隧洞衔接段的水力特性十分复杂,尤其在高水头运行条件下,衔接段复杂的水流流态会导致整个明流隧洞内水面持续波动,流态不稳,对明流隧洞段的结构安全造成严峻考验。文章提出了一种有利于改善衔接段水流流态的矩形压气板布置方案,并通过水工物理模型试验进行研究。结果表明,矩形压气板体型对明流隧洞内的流态控制相对较好,可有效避免水流冲顶现象,且相较于无压板体型,矩形压气板体型下水跃高度增加了约9%,水面波动范围缩短约15%,充分发挥消力井消能作用的同时抑制明流隧洞水面波动,使更快达到平稳状态,有利于工程安全。研究成果具有重要的推广应用价值。 展开更多
关键词 竖井 溢洪道 压气板 试验 流态
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Operation Phase Problems of Prefabricated Residential Buildings with Integrated Autoclaved Aerated Concrete Panel Walls
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作者 Stanislaw Fic Danuta Barnat-Hunek 《Journal of Civil Engineering and Architecture》 2015年第3期268-273,共6页
Growing technical problems with the maintenance of precast concrete housing stock result in the search for efficient repair methods. The paper analyses the effects of flaws in the design concept and assembly accuracy ... Growing technical problems with the maintenance of precast concrete housing stock result in the search for efficient repair methods. The paper analyses the effects of flaws in the design concept and assembly accuracy of integrated AAC (autoclaved aerated concrete) panel walls, type GWO (Gazobetonowa Wielka P|yta Ostonowa which means large cover panel from aerated concrete in English), used as curtain walls in a system of precast concrete housing blocks erected in Lublin. The results of in-situ observations and laboratory tests of the panel walls have been described, and the opinion on the further use of these elements has been presented. As for the analysed case, there is no possibility of replacing damaged elements, thus, additional reinforcement with steel tendons has been proposed as a repair measure. 展开更多
关键词 AAC precast concrete housing cracks insulation.
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Impact of Mechanical Aeration on the Soil Resistance to Penetration and Density of Grassy Sward
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作者 Khaoula Abrougui Sayed Chehaibi Mohamed Khelifi 《Journal of Environmental Science and Engineering(A)》 2012年第5期683-687,共5页
The aim of this study was to analyze the effects of mechanical perforation of a golf course grassy sward, subject to maintenance machinery traffic and golf players trampling on its compaction and density. The evolutio... The aim of this study was to analyze the effects of mechanical perforation of a golf course grassy sward, subject to maintenance machinery traffic and golf players trampling on its compaction and density. The evolution of soil compaction state after aeration was also conducted in four stages of measurement. This operation aims to improve the structure and soil texture, which is also called "perforation" or "coring". The taken cores leaving on the soil holes of adjustable depth and density (350 holes/mE) are made with an aerator machine called Vertidrain. Soil resistance to penetration and density were determined at the initial state before aeration as well as 10, 20, and 30 days after aeration. Compared to the initial state, the results show that mechanical aeration greatly affects the grassy sward ground by reducing its resistance to penetration as 35% and 43% decrease in penetration resistance were noticed at 5 cm depth l0 and 20 days after aeration, respectively. Also, resistance to penetration decreased by 41% and 48% at 15 cm depth during the same two periods of time with a relatively constant moisture content. However, soil resistance to penetration at 5 and 15 cm depths only decreased by 21% and 26%, respectively. Regarding the soil density measured after aeration, a significant improvement at the 1% level with the method of variance analysis was observed compared to that at the initial state (e.g. 1.33 g·cm^-3) Indeed, the density was 1.29, 1.26 and 1.30 gcm^-3 10, 20 and 30 days after aeration, respectively. 展开更多
关键词 Grassy sward soil compaction mechanical aeration soil resistance soil density.
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Use of Fractals Channels to Improve a Proton Exchange Membrane Fuel Cell Performance
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作者 Pablo Martin Belchor Paloma Barbieri +5 位作者 Gabriel Benetti Evandro Mathias Mayra Klein Joao Bottin Deyse Suman Carpenter Maria Madalena Camargo Forte 《Journal of Energy and Power Engineering》 2015年第8期727-730,共4页
One of the most important and effective hardware elements for improvement of efficiency and power density of proton exchange membrane fuel cells is the flow field plate. The design and the pattern of the flow field pl... One of the most important and effective hardware elements for improvement of efficiency and power density of proton exchange membrane fuel cells is the flow field plate. The design and the pattern of the flow field plate have a considerable effect on the effectiveness of mass transport as well as on the electrochemical reactions inside the cell. The configuration of the flow field plate aims at ensuring a low pressure-drop over all channels in the stack. In this work, a FPFFP (fractal parallel flow field plate), with bio-inspired configuration by insertion of fractals in a classic PFFP (parallel flow field plate), is proposed, increasing the flow area of the hydrogen at anode side without increasing the section's area of the flow field plate. By simulating was observed that, the use of channels in fractal shape can increase the hydrogen flow area without occuring pressure loss in the cell. The fluid dynamic behavior in the FPFFP at smaller scales was replicated in the same plate, with better advantage of the active area of the electrode. Increasing the hydrogen flow area without causing pressure loss could be a good tactic to increase the power density of fuel cells, and consequently improving the cell performance. 展开更多
关键词 Fuel cells flow field design fractals POWER simulation.
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