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北京市平原地面沉降区含水岩组和可压缩层划分 被引量:28
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作者 刘予 叶超 贾三满 《城市地质》 2007年第1期10-15,共6页
通过对北京平原区水文地质、工程地质条件及地面沉降现状的区域性研究,结合典型沉降区的水文地质、钻探和土工试验数据分析,首次对含水岩组和可压缩层组进行了划分。可为首都地面沉降观测网站及地面沉降预警预报系统的建设提供重要参考。
关键词 含水岩组 可压缩层组 地层压缩 地面沉降
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考虑流向曲率和压力梯度的可压缩边界层稳定性分析 被引量:7
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作者 袁湘江 周恒 《空气动力学学报》 CSCD 北大核心 1998年第3期276-281,共6页
以圆弧、平板和尖锥为研究对象,基于线性稳定性理论,重点讨论了曲率和压力梯度对可压缩边界层稳定性的影响。在研究中,采用Cebeci-Keler的盒子格式,计算了物体表面的边界层剖面;利用二点四阶的有限差分格式,求解了稳... 以圆弧、平板和尖锥为研究对象,基于线性稳定性理论,重点讨论了曲率和压力梯度对可压缩边界层稳定性的影响。在研究中,采用Cebeci-Keler的盒子格式,计算了物体表面的边界层剖面;利用二点四阶的有限差分格式,求解了稳定性方程的特征值问题。研究结果表明:凸凹不同的曲率,会产生不同的稳定机制;顺压梯度对不同物形上边界层的不同模式不稳定波的影响具有较大差异。 展开更多
关键词 可压缩性 稳定性 边界层 线性 曲率 压力梯度
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陈四楼主、副井冻结段外层井壁位移实测研究 被引量:8
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作者 李功洲 陈文豹 《煤炭学报》 EI CAS CSCD 北大核心 1995年第4期403-407,共5页
通过对我国目前井筒穿过冲积层最厚、冻结最深的陈四楼主、副井冻结段外层井壁位移实测的研究,初步揭示了混凝土外加可缩层外层井壁位移变化规律及受力特征。指出陈四楼主、副井冻结壁铝质粘上层采用高强混凝土外加可缩层的外层井壁结... 通过对我国目前井筒穿过冲积层最厚、冻结最深的陈四楼主、副井冻结段外层井壁位移实测的研究,初步揭示了混凝土外加可缩层外层井壁位移变化规律及受力特征。指出陈四楼主、副井冻结壁铝质粘上层采用高强混凝土外加可缩层的外层井壁结构是适宜的,为该对冻结井筒冻结段外层井壁实现无压坏、冻结管无断裂起到一定作用。 展开更多
关键词 外层井壁 冻结段 位移 测量 矿井
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Effect of Nonequilibrium Condensation of Moist Air on the Boundary Layer in a Supersonic Nozzle 被引量:7
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作者 ShigeruMatsuo ShenYu 《Journal of Thermal Science》 SCIE EI CAS CSCD 1997年第4期260-272,共13页
When condensation occurs in supersonic flow fields, the flow is thected by the latent heat released. In the present study, Navier-Stokes equations were solved numerically using a 3rd-order MUSCL type TVD finitediffere... When condensation occurs in supersonic flow fields, the flow is thected by the latent heat released. In the present study, Navier-Stokes equations were solved numerically using a 3rd-order MUSCL type TVD finitedifference scheme with a second-order fractionabetep for time integration. Baldwin-Lomax model, that is the algebraic model, called the zero equation model was used in the computations. The effects of initial conditions (initial degree of supersaturation and total temperature in the reservoir) on condensing fiow of moist air in a supersonic circular half nozzle were investigated. In this case, the effect of condensation on the boundary layer was also discussed in detail. As a result, the simulated flow fields were compared with experimental data in good agreement, and the velocity and temperature profiles were largely changed by condensation. 展开更多
关键词 numerical simulation compressible flow CONDENSATION boundary layer moist air
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深部复合地层管片衬砌与可压缩层联合支护技术研究 被引量:7
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作者 齐春 何川 +3 位作者 封坤 彭祖昭 汤印 代聪 《工程力学》 EI CSCD 北大核心 2019年第4期62-71,99,共11页
深埋盾构隧道所受围岩压力主要为围岩挤压型大变形产生的形变压力,其主要特点是变形持续时间长且具有重复性,支护完成后围岩压力仍将持续增大,企图通过增加支护刚度来抑制围岩变形是不现实的,采用让压支护是解决问题的一个方向。同时,... 深埋盾构隧道所受围岩压力主要为围岩挤压型大变形产生的形变压力,其主要特点是变形持续时间长且具有重复性,支护完成后围岩压力仍将持续增大,企图通过增加支护刚度来抑制围岩变形是不现实的,采用让压支护是解决问题的一个方向。同时,深部围岩赋存条件复杂,岩体结构复杂多变,盾构隧道穿越复合地层不可避免。以国内两座大埋深盾构煤矿斜井为背景,采用相似模型试验和有限元数值计算手段,对比分析不同复合地层条件下管片衬砌+可压缩层联合支护时管片衬砌的力学性能。研究结果表明:在模型正确建立且参数取值合理的前提下,有限元数值计算结果可以和相似模型试验结果很好的吻合。均一地层条件下可压缩层可使管片最大弯矩减小12.5%~19.9%,最大轴力减小14.2%。复合地层使管片弯矩量值和分布均产生明显变化,但对管片轴力的影响则不明显,管片弯矩对复合地层抗力更为敏感,而轴力对复合地层抗力不敏感。有可压缩层情况下,复合地层中管片内力分布更加均匀,轴力的变化不明显。复合地层相对厚度对管片最大正弯矩的影响较为稳定,对管片最大负弯矩影响显著,使其产生位置偏向相对较软一侧的地层,且相对厚度越大偏移越明显。"上硬下软"复合地层中管片弯矩更容易受地层相对刚度的影响。 展开更多
关键词 盾构(TBM)工法 模型试验 复合地层 管片衬砌 可压缩层 让压支护
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Optimization Study of a Coanda Ejector 被引量:7
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作者 H.D.Kim G.Rajesh +1 位作者 T.Setoguchi S.Matsuo 《Journal of Thermal Science》 SCIE EI CAS CSCD 2006年第4期331-336,共6页
The Coanda effect has long been employed in the aerospace applications to improve the performances of various devices. This effect is the ability of a flow to follow a curved contour without separation and has well be... The Coanda effect has long been employed in the aerospace applications to improve the performances of various devices. This effect is the ability of a flow to follow a curved contour without separation and has well been utilized in ejectors where a high speed jet of fluid emerges from a nozzle in the ejector body, follows a curved surface and drags the secondary flow into the ejector. In Coanda ejectors, the secondary flow is dragged in the ejector due to the primary flow momentum. The transfer of momentum from the primary flow to the secondary flow takes place through turbulent mixing and viscous effects. The secondary flow is then dragged by turbulent shear force of the ejector while being mixed with the primary flow by the persistence of a large turbulent intensity throughout the ejector. The performance of a Coanda ejector is studied mainly based on how well it drags the secondary flow and the amount of mixing between the two flows at the ejector exit. The aim of the present study is to investigate the influence of various geometric parameters and pressure ratios on the Coanda ejector performance. The effect of various factors, such as, the pressure ratio, primary nozzle and ejector configurations on the system performance has been evaluated based on a performance parameter defined elsewhere. The performance of the Coanda ejector strongly depends on the primary nozzle configuration and the pressure ratio. The mixing layer growth plays a major role in optimizing the performance of the Coanda ejector as it decides the ratio of secondary mass flow rate to primary mass flow rate and the mixing length. 展开更多
关键词 Coanda ejector compressible mixing layer flow dragging mixing length induced flow
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COMPRESSIBILITY BOUNDARY LAYER THEORY AND ITS SIGNIFICANCE IN COMPUTATIONAL HYDRODYNAMICS 被引量:5
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作者 Charles C.S. Song(University of Minnesota, Minneapolis Minnesota 55455, USA) 《Journal of Hydrodynamics》 SCIE EI CSCD 1996年第2期92-101,共10页
A compressibility boundary layer theory similar to the viscous boundary layer theory is presented. The classic hydrodynamics of ideal fluid needs to be modified to account for the compressibility effect in the inner l... A compressibility boundary layer theory similar to the viscous boundary layer theory is presented. The classic hydrodynamics of ideal fluid needs to be modified to account for the compressibility effect in the inner layer when Mach number is small. The compressibility boundary layer exist on the time axis and relates to pressure field. Combined with the viscous boundary layer, it is now clear that the general four dimensional flow of large Re and small M has an inner region where flow is viscous and compressible and an outer region where the now is inviscid and incompressible. The compressible boundary layer theory also facilitate numerical solution of steady and unsteady flows. 展开更多
关键词 copmpressibility boundary layer inner solution outer solution compressible hydrodynamics numerical solution.
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Hidden flow structures in compressible mixing layer and a quantitative analysis of entrainment based on Lagrangian method 被引量:6
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作者 Geng Liang Bin Yu +2 位作者 Bin Zhang Hui Xu Hong Liu 《Journal of Hydrodynamics》 SCIE EI CSCD 2019年第2期256-265,共10页
The compressible mixing layer is an important physical model to describe the mixing enhancement in scramjet combustors.The downstream coherent structures are normally regarded as the main contribution of the entrainme... The compressible mixing layer is an important physical model to describe the mixing enhancement in scramjet combustors.The downstream coherent structures are normally regarded as the main contribution of the entrainment in the compressible mixing layer.In this study,three cases of the compressible mixing layer of convective Mach number Ma=0.4 are numerically simulated through the Lagrangian coherent structure(LCS)method to show that the entrainment process in the compressible mixing layer is closely related to the upstream hidden structures termed as the"cn train me nt fbnnation structures^^.The entrainment fbrmatio n structures consist of a series of inclined control bodies that are identical and nested to one another upstream the compressible mixing layer.In combination with the separation of the flow properties of coherent structures,the entrainment characteristics in the compressible mixing layer can be evaluated by the inclined control bodies of the upstream entrainment formation structures in the upper and lower fluids.Furthermore,with the quantitative analysis of the spatial position of the upstream coherent structure,the entrainment ratio is determined.The study of the entrainment formation and its characteristics helps the effective control of the entrainment performance in the compressible mixing layer. 展开更多
关键词 compressible mixing layer LAGRANGIAN coherent structure(LCS) FINITE-TIME Lyapunov exponent(FTLE)
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DNS of compressible turbulent boundary layer over a blunt wedge 被引量:3
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作者 LI Xinliang FU Dexun MA Yanwan 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2005年第2期129-141,共13页
Direct numerical simulation of spatially evolving compressible boundary layer over a blunt wedge is performed in this paper. The free-stream Mach number is 6 and the disturbance source produced by wall blowing and suc... Direct numerical simulation of spatially evolving compressible boundary layer over a blunt wedge is performed in this paper. The free-stream Mach number is 6 and the disturbance source produced by wall blowing and suction is located downstream of the sound-speed point. Statistics are studied and compared with the results in incompressible flat-plate boundary layer. The mean pressure gradient effects on the vortex structure are studied. 展开更多
关键词 boundary layer transition direct numerical simulation compressible turbulence.
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The role of polyurethane foam compressible layer in the mechanical behaviour of multi-layer yielding supports for deep soft rock tunnels
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作者 Haibo Wang Fuming Wang +3 位作者 Chengchao Guo Lei Qin Jun Liu Tongming Qu 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第11期4554-4569,共16页
The polyurethane foam(PU)compressible layer is a viable solution to the problem of damage to the secondary lining in squeezing tunnels.Nevertheless,the mechanical behaviour of the multi-layer yielding supports has not... The polyurethane foam(PU)compressible layer is a viable solution to the problem of damage to the secondary lining in squeezing tunnels.Nevertheless,the mechanical behaviour of the multi-layer yielding supports has not been thoroughly investigated.To fill this gap,large-scale model tests were conducted in this study.The synergistic load-bearing mechanics were analyzed using the convergenceconfinement method.Two types of multi-layer yielding supports with different thicknesses(2.5 cm,3.75 cm and 5 cm)of PU compressible layers were investigated respectively.Digital image correlation(DIC)analysis and acoustic emission(AE)techniques were used for detecting the deformation fields and damage evolution of the multi-layer yielding supports in real-time.Results indicated that the loaddisplacement relationship of the multi-layer yielding supports could be divided into the crack initiation,crack propagation,strain-hardening,and failure stages.Compared with those of the stiff support,the toughness,deformability and ultimate load of the yielding supports were increased by an average of 225%,61%and 32%,respectively.Additionally,the PU compressible layer is positioned between two primary linings to allow the yielding support to have greater mechanical properties.The analysis of the synergistic bearing effect suggested that the thickness of PU compressible layer and its location significantly affect the mechanical properties of the yielding supports.The use of yielding supports with a compressible layer positioned between the primary and secondary linings is recommended to mitigate the effects of high geo-stress in squeezing tunnels. 展开更多
关键词 Multi-layer yielding supports Polyurethane foam compressible layer Synergistic mechanism Large-scale model test Deep soft rock tunnels
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注浆加固和可压缩层联合作用下隧道力学行为研究 被引量:3
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作者 邵珠山 吴奎 +2 位作者 胡宏坤 赵南南 秦溯 《应用力学学报》 CAS CSCD 北大核心 2020年第5期2021-2028,I0013,I0014,共10页
根据高地应力深埋隧道的变形特征,以围岩加固和变形能量释放为原则,提出了注浆加固与可压缩层联合支护的方法,建立了基于注浆加固与可压缩层联合作用下的隧道力学模型;推导了在联合作用下隧道应力场和位移场的解析解,并与数值计算结果... 根据高地应力深埋隧道的变形特征,以围岩加固和变形能量释放为原则,提出了注浆加固与可压缩层联合支护的方法,建立了基于注浆加固与可压缩层联合作用下的隧道力学模型;推导了在联合作用下隧道应力场和位移场的解析解,并与数值计算结果进行了对比验证。结果表明:围岩的注浆加固和可压缩层的设置均能有效改善衬砌的受力情况。在其他条件保持不变时,衬砌的压力和位移,以及围岩的位移都随着注浆加固层厚度的增大而减小,但压力和位移的减小趋势随着其厚度的增加而趋于平缓。同样地,可压缩层厚度增大可导致围岩变形能量更充分地耗散,衬砌的压力及位移均随着可压缩层厚度的增大而不断减小,该减小趋势随可压缩层厚度的变化趋于平缓。但是,随着可压缩层厚度的增加,围岩的位移却不断增加。另外,隧道变形的改善效果与可压缩层填充材料的力学参数密切相关,当其弹性模量由26MPa增至160MPa时,衬砌位移迅速增加。因此,该填充材料应具备足够的变形能力才能达到吸收围岩变形、改善衬砌受力的目的。 展开更多
关键词 深埋隧道 注浆加固 可压缩层 弹性解 参数分析
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泥岩大变形隧洞缓冲层让压支护应用研究 被引量:2
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作者 田洪铭 舒晓云 +2 位作者 陈卫忠 谭贤君 池建军 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2023年第S02期4121-4129,共9页
高地应力条件下软弱围岩具有显著的流变特性,其时效变形容易引起隧道二衬结构的开裂和破坏。为减小二衬的形变压力,在复合式衬砌基础上,提出在初支和二衬之间设置高压缩缓冲层的支护方案,并在新疆某引水隧洞泥岩大变形段开展现场应用。... 高地应力条件下软弱围岩具有显著的流变特性,其时效变形容易引起隧道二衬结构的开裂和破坏。为减小二衬的形变压力,在复合式衬砌基础上,提出在初支和二衬之间设置高压缩缓冲层的支护方案,并在新疆某引水隧洞泥岩大变形段开展现场应用。现场缓冲层由U29可压缩拱架和聚乙烯泡沫层(密度90~100 kg/m^(3))组成,通过衬砌结构内力的现场监测和缓冲层压缩特性的数值仿真,对缓冲层的让压支护效果进行分析。结果表明:采用可压缩接头的U29钢拱架,能够与围岩协调变形,拱架实测应力较小,最大压应力为140 MPa,低于采用刚性连接的H型钢内力;聚乙烯泡沫缓冲层具有较高的压缩性,能够很好地吸收围岩的时效变形,减小二衬结构受力;监测得到的二衬环向压应力均值为6.2 MPa,最大压应力出现在右侧拱肩和边墙,量值为13.0 MPa,低于二衬混凝土的设计抗压强度,验证了缓冲层支护方案的有效性。 展开更多
关键词 隧道工程 大变形 缓冲层 现场应用 支护
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一种求解可压缩Navier-Stokes方程的隐式迭代时间推进方法 被引量:2
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作者 高慧 周晓君 《计算物理》 EI CSCD 北大核心 2008年第1期51-57,共7页
针对有壁面边界的可压缩流动问题,提出与基于非等距网格的高精度紧致型差分格式相结合的简化隐式迭代时间推进法,建立求解可压缩Navier-Stokes方程的直接数值模拟方法,提高了计算效率.应用该方法,直接数值模拟两种有壁面边界的二维可压... 针对有壁面边界的可压缩流动问题,提出与基于非等距网格的高精度紧致型差分格式相结合的简化隐式迭代时间推进法,建立求解可压缩Navier-Stokes方程的直接数值模拟方法,提高了计算效率.应用该方法,直接数值模拟两种有壁面边界的二维可压缩流动问题,即可压缩平板边界层流动和可压缩槽道流动. 展开更多
关键词 可压缩流动 边界层 隐式迭代法 NAVIER-STOKES方程
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用GAO-YONG湍流模式对翼型跨音粘流的数值模拟 被引量:2
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作者 闫文辉 闫巍 高歌 《北京航空航天大学学报》 EI CAS CSCD 北大核心 2008年第4期417-421,共5页
应用GAO-YONG可压缩湍流模式,数值模拟了NACA0012,RAE2822翼型的定常跨音速粘流算例.对流项采用三阶ROE格式,扩散项采用二阶中心格式,用多步Runge-Kutta显式时间推进法求解空间离散后的控制方程.计算结果很好地预测了翼型表面的压力系... 应用GAO-YONG可压缩湍流模式,数值模拟了NACA0012,RAE2822翼型的定常跨音速粘流算例.对流项采用三阶ROE格式,扩散项采用二阶中心格式,用多步Runge-Kutta显式时间推进法求解空间离散后的控制方程.计算结果很好地预测了翼型表面的压力系数的分布、激波的位置、马赫数等值线的分布等情况,并且对翼型表面激波与边界层相互干扰以及层流向湍流的转捩问题进行了分析计算.计算结果与实验值符合很好,表明GAO-YONG可压缩湍流模式应用合适的计算方法能够高精度模拟翼型跨音粘性流动问题,并且基于GAO-YONG可压缩湍流模式各向异性湍流粘性的机理,提供了一种预测转捩起始位置的判别方法. 展开更多
关键词 可压缩流 GAO-YONG湍流模式 激波 跨音流动 边界层
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北京朝阳金盏地区地面沉降垂向分层研究 被引量:2
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作者 杨艳 罗勇 +3 位作者 徐尚志 田苗壮 罗强 田芳 《上海国土资源》 2021年第2期8-13,共6页
金盏地区位于北京市东部,是北京平原区地面沉降最为严重的地区之一,其所在的北京平原东部沉降区也是全市沉降最显著的地区,沉降速率连续多年超过100mm/a,累计沉降量逐年增大。在金盏地区进行0~300m钻孔取芯实验,通过不同深度岩芯测试数... 金盏地区位于北京市东部,是北京平原区地面沉降最为严重的地区之一,其所在的北京平原东部沉降区也是全市沉降最显著的地区,沉降速率连续多年超过100mm/a,累计沉降量逐年增大。在金盏地区进行0~300m钻孔取芯实验,通过不同深度岩芯测试数据,系统分析该地区的土体力学性质,揭示地层结构。结合地层年代、岩性、埋藏条件、地下水补径排条件,在垂向上将0~300m地层划分为四个可压缩层,并根据不同可压缩层内地下水水位变化情况,选取可压缩层内2007~2017年不同地层沉降量进行计算,在累计1427.49mm沉降量中,第四可压缩层沉降量最大,达到1038.65mm。研究认为,当地层的砂土厚度较大时,对地面沉降的贡献是不容忽视的。 展开更多
关键词 地面沉降 分层研究 地层结构 可压缩层 地下水
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煤矿斜井管片衬砌与可压缩层联合支护的效果 被引量:2
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作者 齐春 何川 +1 位作者 封坤 肖明清 《西南交通大学学报》 EI CSCD 北大核心 2018年第4期772-781,共10页
为研究盾构斜井管片衬砌与可压缩层联合支护体系中可压缩层参数对管片衬砌力学性能的影响,以神华新街台格庙矿区主斜井工程为依托,建立考虑管片衬砌与可压缩层之间接触效应和管片整环刚度折减效应的数值计算模型,分析有无可压缩层、不... 为研究盾构斜井管片衬砌与可压缩层联合支护体系中可压缩层参数对管片衬砌力学性能的影响,以神华新街台格庙矿区主斜井工程为依托,建立考虑管片衬砌与可压缩层之间接触效应和管片整环刚度折减效应的数值计算模型,分析有无可压缩层、不同可压缩层刚度及厚度等因素下管片衬砌内力和变形的分布规律和变化情况;采用相似模型试验对上述问题进行了进一步研究,并对有无可压缩层时管片的极限承载力和破坏形式进行了探讨.研究结果表明:可压缩层刚度越大,管片所受围岩压力越大且分布越不均匀,同时使得管片弯矩减小,轴力增大,当可压缩层模量与围岩模量之比在0.1~0.5之间变化时更为明显;随着可压缩层厚度的增大,管片所受围岩压力依次按不均匀、均匀、不均匀的趋势变化,当可压缩层厚度与管片厚度之比为1.7时围岩压力最小,管片轴力则随可压缩层厚度的增大而减小;可压缩层存在与否对管片变形影响甚微,通过自身的挤密吸收围岩压力且促使应力重分布,从而减小并均匀化传递至管片上的荷载,使得管片内力随外荷载的增长更平缓,量值更小且分布更均匀,并使管片的极限承载力提高了40%;有无可压缩层时管片破坏均经历椭变、椭变加剧、裂缝出现和扩展、失稳破坏的过程,且有可压缩层时管片的破坏更严重. 展开更多
关键词 煤矿斜井 管片衬砌 可压缩层 让压支护 盾构工法 模型试验
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二维抛物化稳定性方程的特征分析 被引量:1
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作者 涂国华 袁湘江 +1 位作者 查俊 陶建军 《航空学报》 EI CAS CSCD 北大核心 2009年第3期385-390,共6页
在对抛物化稳定性方程(PSE)的基本流场没有做任何近似假定的情况下,分析了PSE的特征性质。分析表明,当法向速度不为零时,PSE有一个非零主特征值,其余主特征值都为零。PSE的次特征值与扰动波的空间波数α有关,α的实部代表扰动波的波动情... 在对抛物化稳定性方程(PSE)的基本流场没有做任何近似假定的情况下,分析了PSE的特征性质。分析表明,当法向速度不为零时,PSE有一个非零主特征值,其余主特征值都为零。PSE的次特征值与扰动波的空间波数α有关,α的实部代表扰动波的波动情况,它可以直接导致复特征值出现;α的虚部表示扰动波的增长(衰减)情况,当它的绝对值超过一定范围时,也会在边界层内亚声速区的局部区域导致复特征值出现。增大求解PSE的空间推进步长,可以克服PSE的椭圆性。 展开更多
关键词 抛物化稳定性方程 特征值 次特征值 可压流 边界层
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Shocklets in compressible flows
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作者 袁湘江 田俊武 +1 位作者 沈清 李筠 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2013年第12期1453-1464,共12页
The mechanism of shocklets is studied theoretically and numerically for the stationary fluid, uniform compressible flow, and boundary layer flow. The conditions that trigger shock waves for sound wave, weak discontinu... The mechanism of shocklets is studied theoretically and numerically for the stationary fluid, uniform compressible flow, and boundary layer flow. The conditions that trigger shock waves for sound wave, weak discontinuity, and Tollmien-Schlichting (T-S) wave in compressible flows are investigated. The relations between the three types of waves and shocklets are further analyzed and discussed. Different stages of the shocklet formation process are simulated. The results show that the three waves in compressible flows will transfer to shocklets only when the initial disturbance amplitudes are greater than the certain threshold values. In compressible boundary layers, the shocklets evolved from T-S wave exist only in a finite region near the surface instead of the whole wavefront. 展开更多
关键词 SHOCKLET compressible flow boundary layer Tollmien-Schlichting (T-S)wave
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Nozzle geometry variations on the discharge coefficient 被引量:1
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作者 M.M.A.Alam T.Setoguchi +1 位作者 S.Matsuo H.D.Kim 《Propulsion and Power Research》 SCIE 2016年第1期22-33,共12页
Numerical works have been conducted to investigate the effect of nozzle geometries on the discharge coefficient.Several contoured converging nozzles with finite radius of curvatures,conically converging nozzles and co... Numerical works have been conducted to investigate the effect of nozzle geometries on the discharge coefficient.Several contoured converging nozzles with finite radius of curvatures,conically converging nozzles and conical divergent orifices have been employed in this investigation.Each nozzle and orifice has a nominal exit diameter of 12.7x10^(-3)m.A 3rd order MUSCL finite volume method of ANSYS Fluent 13.0 was used to solve the Reynolds-averaged Navier-Stokes equations in simulating turbulent flows through various nozzle inlet geometries.The numerical model was validated through comparison between the numerical results and experimental data.The results obtained show that the nozzle geometry has pronounced effect on the sonic lines and discharge coefficients.The coefficient of discharge was found differ from unity due to the non-uniformity of flow parameters at the nozzle exit and the presence of boundary layer as well. 展开更多
关键词 Boundary layer compressible flow Reynolds-averaged Navier-Stokes(RANS) Shear layer Sonic lines Supersonic core
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Passive Control of Transonic Flow Fields with Shock Wave Using Non-equilibrium Condensation and Porous Wall 被引量:1
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作者 MasanoriTanaka Shigerumatsuo +3 位作者 ToshiakiSetoguchi Kenjikaneko Heuy-DongKim ShenYu 《Journal of Thermal Science》 SCIE EI CAS CSCD 2003年第2期126-131,共6页
When non-equilibrium condensation occurs in a supersonic flow field, the flow is affected by the latent heat released. In the present study, in order to control the transonic flow field with shock wave, a condensing f... When non-equilibrium condensation occurs in a supersonic flow field, the flow is affected by the latent heat released. In the present study, in order to control the transonic flow field with shock wave, a condensing flow was produced by an expansion of moist air on a circular bump model and shock waves were occurred in the supersonic parts of the fields. Furthermore, the additional passive technique of shock / boundary layer interaction using the porous wall with a cavity underneath was adopted in this flow field. The effects of these methods on the shock wave characteristics were investigated numerically and experimentally. The result obtained showed that the total pressure loss in the flow fields might be effectively reduced by the suitable combination between non-equilibrium condensation and the position of porous wall. 展开更多
关键词 compressible flow non-equilibrium condensation boundary layer flow control.
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