To deal with a bottom up process model for design reuses a specific extended house of quality(EHOQ)is proposed Two kinds of supported functions,basic supported functions and new supported functions,are defined.Two ...To deal with a bottom up process model for design reuses a specific extended house of quality(EHOQ)is proposed Two kinds of supported functions,basic supported functions and new supported functions,are defined.Two processes to determine two kinds of functions are presented A kind of EHOQ matrix for a company is given and its management steps are studied.展开更多
The interaction of oblique incident water waves with a small bottom deformation on a porous ocean-bed is examined analytically here within the framework of linear water wave theory. The upper surface of the ocean is a...The interaction of oblique incident water waves with a small bottom deformation on a porous ocean-bed is examined analytically here within the framework of linear water wave theory. The upper surface of the ocean is assumed to be covered by an infinitely extended thin uniform elastic plate, while the lower surface is bounded by a porous bottom surface having a small deformation. By employing a simplified perturbation analysis, involving a small parameter δ(<<1), which measures the smallness of the deformation, the governing Boundary Value Problem(BVP) is reduced to a simpler BVP for the first-order correction of the potential function. This BVP is solved using a method based on Green's integral theorem with the introduction of suitable Green's function to obtain the first-order potential, and this potential function is then utilized to calculate the first-order reflection and transmission coefficients in terms of integrals involving the shape function c(x) representing the bottom deformation. Consideration of a patch of sinusoidal ripples shows that when the quotient of twice the component of the incident field wave number propagating just below the elastic plate and the ripple wave number approaches one, the theory predicts a resonant interaction between the bed and the surface below the elastic plate. Again, for small angles of incidence, the reflected wave energy is more as compared to the other angles of incidence. It is also observed that the reflected wave energy is somewhat sensitive to the changes in the flexural rigidity of the elastic plate, the porosity of the bed and the ripple wave numbers. The main advantage of the present study is that the results for the values of reflection and transmission coefficients obtained are found to satisfy the energy-balance relation almost accurately.展开更多
目的基于现代心理学认知测查范式探讨中医五行人中木行人与金行人的认知功能及加工过程差异,为丰富中医五行人理论及中医心理学内涵提供基础。方法根据前期制订的《中医五行(形)人面部表型分类量化规范》,招募典型的木行人与金行人,采...目的基于现代心理学认知测查范式探讨中医五行人中木行人与金行人的认知功能及加工过程差异,为丰富中医五行人理论及中医心理学内涵提供基础。方法根据前期制订的《中医五行(形)人面部表型分类量化规范》,招募典型的木行人与金行人,采用重复性成套神经心理状态测验(Repeatable Battery for the Assessment of Neuropsychological Status,RBANS)、自上而下和自下而上线索化范式测评其认知功能及注意加工差异。采用独立样本t检验和秩和检验对两组受试者的认知功能进行差异性分析。结果共纳入受试者木行人32例、金行人40例。在RBANS中,与木行人相比,金行人视觉广度及其子任务线条定位得分更高(P<0.05);在自下而上线索化范式中,与金行人相比,木行人短时反应时差值更高,与木行人相比,金行人长时反应时差值更高,差异均有统计学意义(P<0.05)。结论中医五行人中木行人更依赖自下而上的认知加工方式,金行人更擅长处理视空间信息,更节约认知加工资源。展开更多
目的基于五行理论探究中医五行人中火行人与水行人的认知功能及加工过程差异性,为进一步丰富中医五行人理论内涵、推进我国本土化人格理论模型提供基础。方法在招募的受试者中根据前期制订的《中医五行(形)人面部表型分类量化规范》筛...目的基于五行理论探究中医五行人中火行人与水行人的认知功能及加工过程差异性,为进一步丰富中医五行人理论内涵、推进我国本土化人格理论模型提供基础。方法在招募的受试者中根据前期制订的《中医五行(形)人面部表型分类量化规范》筛选出典型的火行人与水行人,采用成套重复性神经心理测查工具(Repeatable Battery for the Assessment of Neuropsychological Status,RBANS)和Top-down及Bottom-up认知心理测查范式对其认知功能进行测评。采用独立样本t检验对两组受试者的认知功能进行差异性分析。结果招募受试者火行人24人,水行人20人,与水行人组相比,火行人组在注意功能维度得分明显更高,在RBANS各部分得分上数字广度和编码测验任务得分更高;火行人组在Bottom-up认知心理测查范式的长时认知加工过程中的反应时更短、准确率更高,水行人在Bottom-up认知心理测查范式的短时加工准确率差值更低,差异均有统计学意义(P<0.05)。结论中医五行人中火行人更易高度集中注意力,更易被线索所吸引,但注意力的维持时间较短,同时水行人在注意力反应时间更长,更不易被线索所影响,且注意力稳定性更强。展开更多
It is known that there is a discrepancy between field data and the results predicted from the previous equations derived by simplifying three-dimensional(3-D) flow into two-dimensions(2-D).This paper presents a ne...It is known that there is a discrepancy between field data and the results predicted from the previous equations derived by simplifying three-dimensional(3-D) flow into two-dimensions(2-D).This paper presents a new steady-state productivity equation for horizontal wells in bottom water drive gas reservoirs.Firstly,the fundamental solution to the 3-D steady-state Laplace equation is derived with the philosophy of source and the Green function for a horizontal well located at the center of the laterally infinite gas reservoir.Then,using the fundamental solution and the Simpson integral formula,the average pseudo-pressure equation and the steady-state productivity equation are achieved for the horizontal section.Two case-studies are given in the paper,the results calculated from the newly-derived formula are very close to the numerical simulation performed with the Canadian software CMG and the real production data,indicating that the new formula can be used to predict the steady-state productivity of such horizontal gas wells.展开更多
A structure function approach is applied to estimate the turbulent kinetic energy (TKE) dissipation rate in the bottom boundary layer of the Pearl River Estuary (PRE). Simultaneous measurements with an acoustic Do...A structure function approach is applied to estimate the turbulent kinetic energy (TKE) dissipation rate in the bottom boundary layer of the Pearl River Estuary (PRE). Simultaneous measurements with an acoustic Doppler velocimeter (ADV) supplied independent data for the verification of the structure function method. The results show that, 1) the structure function approach is reliable and successfully applied method to estimate the TKE dissipation rate. The observed dissipation rates range between 8.3 ×10^-4 W/kg and 4.9× 10^-6 W/kg in YM01 and between 3.4×10^-4 W/kg and 4.8×10^-7 W/kg in YM03, respectively, while exhibiting a strong quarter-diurnal variation. 2) The balance between the shear production and viscous dissipation is better achieved in the straight river. This first-order balance is significantly broken in the estuary by non-shear production/dissipation due to wave-induced fluctuations.展开更多
This work presents a new approach for simulating the random waves in viscous fluids and the associated bottom shear stresses. By generating the incident random waves in a numerical wave flume and solving the unsteady ...This work presents a new approach for simulating the random waves in viscous fluids and the associated bottom shear stresses. By generating the incident random waves in a numerical wave flume and solving the unsteady two-dimensional Navier-Stokes equations and the fully nonlinear free surface boundaiy conditions for the fluid flows in the flume, the viscous flows and laminar bottom shear stresses induced by random waves axe determined. The deterministic spectral amplitude method implemented by use of the fast Fourier transform algorithm was adopted to generate the incident random waves. The accuracy of the numerical scheme is confirmed by comparing the predicted wave spectrum with the target spectrum and by comparing the nanlerical transfer function between the shear stress and the surface elevation with the theoretical transfer function. The maximum bottom shear stress caused by random waves, computed by this wave model, is compared with that obtained by Myrhaug' s model (1995). The transfer function method is also employed to determine the maximum shear stress, and is proved accurate.展开更多
基金This project is supported by Provincial Natural Science Foundation of both Hebei (No.699059) and Tianjin(No.003804611).
文摘To deal with a bottom up process model for design reuses a specific extended house of quality(EHOQ)is proposed Two kinds of supported functions,basic supported functions and new supported functions,are defined.Two processes to determine two kinds of functions are presented A kind of EHOQ matrix for a company is given and its management steps are studied.
基金Partially Supported by a Research from Department of Science and Technology(DST),India under Grant No.SB/FTP/MS-003/2013
文摘The interaction of oblique incident water waves with a small bottom deformation on a porous ocean-bed is examined analytically here within the framework of linear water wave theory. The upper surface of the ocean is assumed to be covered by an infinitely extended thin uniform elastic plate, while the lower surface is bounded by a porous bottom surface having a small deformation. By employing a simplified perturbation analysis, involving a small parameter δ(<<1), which measures the smallness of the deformation, the governing Boundary Value Problem(BVP) is reduced to a simpler BVP for the first-order correction of the potential function. This BVP is solved using a method based on Green's integral theorem with the introduction of suitable Green's function to obtain the first-order potential, and this potential function is then utilized to calculate the first-order reflection and transmission coefficients in terms of integrals involving the shape function c(x) representing the bottom deformation. Consideration of a patch of sinusoidal ripples shows that when the quotient of twice the component of the incident field wave number propagating just below the elastic plate and the ripple wave number approaches one, the theory predicts a resonant interaction between the bed and the surface below the elastic plate. Again, for small angles of incidence, the reflected wave energy is more as compared to the other angles of incidence. It is also observed that the reflected wave energy is somewhat sensitive to the changes in the flexural rigidity of the elastic plate, the porosity of the bed and the ripple wave numbers. The main advantage of the present study is that the results for the values of reflection and transmission coefficients obtained are found to satisfy the energy-balance relation almost accurately.
文摘目的基于现代心理学认知测查范式探讨中医五行人中木行人与金行人的认知功能及加工过程差异,为丰富中医五行人理论及中医心理学内涵提供基础。方法根据前期制订的《中医五行(形)人面部表型分类量化规范》,招募典型的木行人与金行人,采用重复性成套神经心理状态测验(Repeatable Battery for the Assessment of Neuropsychological Status,RBANS)、自上而下和自下而上线索化范式测评其认知功能及注意加工差异。采用独立样本t检验和秩和检验对两组受试者的认知功能进行差异性分析。结果共纳入受试者木行人32例、金行人40例。在RBANS中,与木行人相比,金行人视觉广度及其子任务线条定位得分更高(P<0.05);在自下而上线索化范式中,与金行人相比,木行人短时反应时差值更高,与木行人相比,金行人长时反应时差值更高,差异均有统计学意义(P<0.05)。结论中医五行人中木行人更依赖自下而上的认知加工方式,金行人更擅长处理视空间信息,更节约认知加工资源。
文摘目的基于五行理论探究中医五行人中火行人与水行人的认知功能及加工过程差异性,为进一步丰富中医五行人理论内涵、推进我国本土化人格理论模型提供基础。方法在招募的受试者中根据前期制订的《中医五行(形)人面部表型分类量化规范》筛选出典型的火行人与水行人,采用成套重复性神经心理测查工具(Repeatable Battery for the Assessment of Neuropsychological Status,RBANS)和Top-down及Bottom-up认知心理测查范式对其认知功能进行测评。采用独立样本t检验对两组受试者的认知功能进行差异性分析。结果招募受试者火行人24人,水行人20人,与水行人组相比,火行人组在注意功能维度得分明显更高,在RBANS各部分得分上数字广度和编码测验任务得分更高;火行人组在Bottom-up认知心理测查范式的长时认知加工过程中的反应时更短、准确率更高,水行人在Bottom-up认知心理测查范式的短时加工准确率差值更低,差异均有统计学意义(P<0.05)。结论中医五行人中火行人更易高度集中注意力,更易被线索所吸引,但注意力的维持时间较短,同时水行人在注意力反应时间更长,更不易被线索所影响,且注意力稳定性更强。
基金financial support from the Open Fund(PLN1003) of State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation(Southwest Petroleum University)the National Science and Technology Major Project in the l lth Five-Year Plan(Grant No.2008ZX05054)
文摘It is known that there is a discrepancy between field data and the results predicted from the previous equations derived by simplifying three-dimensional(3-D) flow into two-dimensions(2-D).This paper presents a new steady-state productivity equation for horizontal wells in bottom water drive gas reservoirs.Firstly,the fundamental solution to the 3-D steady-state Laplace equation is derived with the philosophy of source and the Green function for a horizontal well located at the center of the laterally infinite gas reservoir.Then,using the fundamental solution and the Simpson integral formula,the average pseudo-pressure equation and the steady-state productivity equation are achieved for the horizontal section.Two case-studies are given in the paper,the results calculated from the newly-derived formula are very close to the numerical simulation performed with the Canadian software CMG and the real production data,indicating that the new formula can be used to predict the steady-state productivity of such horizontal gas wells.
基金supported by the National Natural Science Foundation of China (Grant No. 41006050)the China Postdoctoral Science Foundation (Grant No. 20090460799)the Fundamental Research Funds for the Central Universities (Grant No. 11lgpy59)
文摘A structure function approach is applied to estimate the turbulent kinetic energy (TKE) dissipation rate in the bottom boundary layer of the Pearl River Estuary (PRE). Simultaneous measurements with an acoustic Doppler velocimeter (ADV) supplied independent data for the verification of the structure function method. The results show that, 1) the structure function approach is reliable and successfully applied method to estimate the TKE dissipation rate. The observed dissipation rates range between 8.3 ×10^-4 W/kg and 4.9× 10^-6 W/kg in YM01 and between 3.4×10^-4 W/kg and 4.8×10^-7 W/kg in YM03, respectively, while exhibiting a strong quarter-diurnal variation. 2) The balance between the shear production and viscous dissipation is better achieved in the straight river. This first-order balance is significantly broken in the estuary by non-shear production/dissipation due to wave-induced fluctuations.
基金the Science Council (Grant No. NSC95-2221-E-006-474)
文摘This work presents a new approach for simulating the random waves in viscous fluids and the associated bottom shear stresses. By generating the incident random waves in a numerical wave flume and solving the unsteady two-dimensional Navier-Stokes equations and the fully nonlinear free surface boundaiy conditions for the fluid flows in the flume, the viscous flows and laminar bottom shear stresses induced by random waves axe determined. The deterministic spectral amplitude method implemented by use of the fast Fourier transform algorithm was adopted to generate the incident random waves. The accuracy of the numerical scheme is confirmed by comparing the predicted wave spectrum with the target spectrum and by comparing the nanlerical transfer function between the shear stress and the surface elevation with the theoretical transfer function. The maximum bottom shear stress caused by random waves, computed by this wave model, is compared with that obtained by Myrhaug' s model (1995). The transfer function method is also employed to determine the maximum shear stress, and is proved accurate.