一个广义的周期非线性色散波动方程的爆破解(英文)

研究了一个推广的周期非线性色散波方程解的几方面性质。首先,方程解的局部适定性被建立;其次,在对初值u0作适当的假设下,一个精确的爆破图景和两个爆破结果被提出。这表明所获得的结果包括了近期文献中的那些结果。     

可压缩层流边界层系统的一些性质

进一步研究了可压缩流边界层系统解的一些性质,给出了可压缩边界层系统等价的奇异积分方程解存在时参数所在的区间,并通过研究等价的奇异积分方程解的性质,得出可压缩层流边界层系统给出剪应力函数厂和温度函数g的一些结果．     

可压缩层流边界层系统的一些性质

进一步研究了可压缩流边界层系统解的一些性质,给出了可压缩边界层系统等价的奇异积分方程解存在时参数所在的区间,并通过研究等价的奇异积分方程解的性质,得出可压缩层流边界层系统给出剪应力函数f和温度函数g的一些结果．     

基于小波包变换的爆破震动信号能量分析方法

爆破震动效应测试和分析对于评估工程爆破安全和爆破效果非常重要,但对于采集到的爆破震动信号,在数据的处理和分析上还存在着诸多不足.在阐释小波变换基本原理的基础上,给出了爆破震动信号能量分析方法的理论解析,并结合应用实例,对爆破震动信号进行小波包能量分解.研究结果表明,基于小波包变换的能量分析方法可以较好地揭示信号在不同频带范围内的局部分布特征,从而为可靠地进行建(构)筑物爆破震动效应安全评估奠定理论基础.     

坚硬顶板控制技术研究

针对某矿区煤层灰岩顶板厚度大、致密坚硬的特点,提出了采用切眼放顶和顺槽预爆破拉槽的顶板控制措施,确定了放顶高度,并给出了具体的放顶、拉槽方案以及爆破工艺,对坚硬顶板控制具有一定的借鉴意义.     

地下掩埋管道及其地下建筑物压覆矿产边界的确定

地下掩埋管道及其地下建筑物压覆矿产边界,是由建设工程本身抗破坏能力、工程重要性以及矿体特征、开采方式、工程与矿体的相对位置等因素决定的。对于地下矿体,按围护带宽度、上覆各岩层移动角确定压覆矿产边界;对于地表非爆破性采矿,按围护带宽度和地表岩层移动角确定压覆矿产边界;对于地表爆破性采矿,安全爆破距离一般取50m。     

硐室爆破设计的计算机辅助应用系统

爆破工程设计计算是一项重要而又复杂的工作,而爆破工程设计的计算机辅助系统可以规范爆破工程的设计方法,提高工作效率。文章通过对硐室爆破设计的计算机辅助应用系统介绍,认为该系统可以解决在爆破设计阶段复杂繁琐的计算工作,具有操作简单、工作效率高、计算结果切实可行等特点。     

山西曲沃县打响非法矿洞关闭战

正近日,山西临汾曲沃县对紫金山矿区所有非法矿洞的爆破关闭工作拉开了帷幕。此次爆破关闭非法矿洞是曲沃县认真落实临汾市委市政府打击非法违法采矿"风雷一号"要求,对非法违法开采行为进行毁灭性打击,更好地保护资源的一项重要举措。为确保爆破关闭工作顺利开展并取得预期效果,曲沃县政府统     

蕴震系统的耗散性及其自组织行为

本文首先给出了守恒系统与耗散系统的性质与运动规律和开放的耗散体系的自组织演化行为,进而给出了由大区域构造网络所组成的蕴震系统是一个开放的耗散系统的论证,并分析了该系统的自组织行为和时空演化的吸引子。以京津唐地区为例,使用单序列的重建复杂系统动力学方法(时间域)和多时间序列的复杂系统动力学分析方法(空间域),由大灰厂形变水准资料的计算得出大地震前具有减熵、降维和Lyapunov指数上升的变化趋势,由该地区12个形变台站组成的前兆场的空间分布的分析得到一个2.9维的分形分布、4～5年的可预报期限(K_1=0.0885)和一个正的Lyapunov指数(0.09864)。这表明系统的时空分布沦入一个浑沌吸引子中,具有分形结构和自组织演化行为以及临界失稳的共性。     

水压爆破拆除大型钢筋混凝土气罐

文章叙述了水压爆破拆除大型钢筋混凝土气罐的药量计算、药包的加工与布置、起爆网路、爆破安全与防护措施以及爆破施工的体会,可供同类工程借鉴与参考.     

Study of long-wave breaking

This paper reports study on the mechanism of long-wave breaking in a one-dimensional open chan-nel,without bottom friction,or with linear bottom friction.In general,the wave breaking phenomenon is related to the notion of"blow-up of solution"and can be studied by using the blow-up theory of par-tial differential equations(PDE).A pair of Riemann invariants are introduced to transform the governingequations into ordinary differential equations(ODE)along the characteristic directions of the governingequations.From the properties of the solutions of the ODE,the time and location of wave breakingare estimated and the criterion of long-wave breaking for the case with linear bottom friction is obtained.     

Effects of wind input and wave dissipation formulations on the steady Ekman current solution

The effects of different wind input and wave dissipation formulations on the steady Ekman current solution are described. Two formulations are considered： one from the wave modeling （WAM） program proposed by Hasselmann and Komen and the other provided by Tsagareli and Babanin. The solution adopted for our study was presented by Song for the wave-modified Ekman current model that included the Stokes drift, wind input, and wave dissipation with eddy viscosity increasing linearly with depth. Using the Combi spectrum with tail effects, the solutions are calculated using two formulations for wind input and wave dissipation, and compared. Differences in the results are not negligible. Furthermore, the solution presented by Song and Xu for the eddy viscosity formulated using the K-Profile Parameterization scheme under wind input and wave dissipation given by Tsagareli and Babanin is compared with that obtained for a depth-dependent eddy viscosity. The solutions are further compared with the available well-known observational data. The result indicates that the Tsagareli and Babanin scheme is more suitable for use in the model when capillary waves are included, and the solution calculated using the K-Profile Parameterization scheme agrees best with observations.     

ON LONG-WAVE BREAKING Ⅳ. NUMERICAL RESULTS

ImODUcrIONBreakingwavesaretheagentSformanyimPohantupperoceanproassesinvolvingtransferofhobontalmornentumfromwindwivestosurfaceimtS.AfaIniliarandspancularpropertyoflongwivespropagatinginaninfiniteorhaif4nfinitechannelwithbottomsl0peisthemeCanismofwavebrmking.Alltheusualtheories(srnallamPlitudeapproxthetionsofAiryandStokes,noTilinearshallowwitertheory,K0rteweg-DeVireSequattonsforsolitaryandcnoidalWhves)areessentiallyapproxirnations,validonlyWhenthefluidadetionissuffidenhysmallcomPatalto…     

Test and evaluation of a moored microstructure recorder

A new moored microstructure recorder （MMR） is designed, developed, tested, and evaluated. The MMR directly measures the high-frequency shear of velocity fluctuations, with which we can estimate the dissipation rate of turbulent kinetic energy. We summarize and discuss methods for estimating the turbulent kinetic energy dissipation rate. Instrument body vibrations contaminate the shear signal in an ocean field experiment, and a compensating correction successfully removes this contamination. In both tank test and ocean field experiment, the dissipation rate measured with the MMR agreed well with that measured using other instruments.     

Homotopic Mapping Solving Method for Perturbed Mechanism of Western Boundary Undercurrents in Equator Pacific

1 Introduction The western boundary currents, counter undercurrents observed in the thermocline were studied in many ref- erences (Qu et al., 1997; Wang and Hu, 1998; Huang, 1991). The existence of the western boundary undercur- rents suggests the baroclinity of western boundary cur- rents, so the results of the study on their baroclinic structure and dynamics should have strong bearing on the baroclinic theory of oceanic circulation. However, be- cause of their late discovery, the baroclini…     

Characteristics of viscous debris flow in a drainage channel with an energy dissipation structure

A new type of drainage channel with an energy dissipation structure has been proposed based on previous engineering experiences and practical requirements for hazard mitigation in earthquakeaffected areas. Experimental studies were performed to determine the characteristics of viscous debris flow in a drainage channel of this type with a slope of 15%. The velocity and depth of the viscous debris flow were measured, processed, and subsequently used to characterize the viscous debris flow in the drainage channel. Observations of this experiment showed that the surface of the viscous debris flow in a smooth drainage channel was smoother than that of a similar debris flow passing through the energy dissipation section in a channel of the new type studied here. However, the flow patterns in the two types of channels were similar at other points. These experimental results show that the depth of the viscous debris flow downstream of the energy dissipation structure increased gradually with the length of the energy dissipation structure. In addition, in the smooth channel, the viscous debris-flow velocity downstream of the energy dissipation structure decreased gradually with the length of the energy dissipation structure. Furthermore, the viscous debris-flow depth and velocity were slightly affected by variations in the width of the energy dissipation structure when the channel slope was 15%. Finally, the energy dissipation ratio increased gradually as the length and width of the energy dissipation structure increased; the maximum energy dissipation ratio observed was 62.9% (where B = 0.6 m and L/w = 6.0).     

Study on Hydrography and Small-Scale Process over Zhoushan Sea Area

This paper mainly analyzes the tidal characteristics and small-scale mixing process near Zhoushan Islands. First, the spectral analysis and wavelet analysis are adopted for the measured tide level data and tidal current data from the Zhoushan sea area, which indicate that the main tidal cycle near Hulu Island and Taohua Island is semi-diurnal cycle, the diurnal cycle is subordinate. Both their intensities are changed periodically, meanwhile, the diurnal tide becomes stronger when semi-diurnal tide becomes weak. The intensity of baroclinic tidal current weakens at first and then strengthens from top to bottom. Then, in this paper, the Gregg-Henyey(G-H) parameterization method is adopted to calculate the turbulent kinetic energy dissipation rate based on the measured temperature and tidal current data. The results of which shown that the turbulent kinetic energy dissipation rate around Hulu Island is higher than that around Taohua Island. In most cases, the turbulent kinetic energy dissipation rate during spring tide is larger than that during the neap tide; the turbulent kinetic energy dissipation rate in the surface layer and the bottom layer are higher than that in the intermediate water; the changes of turbulent kinetic energy dissipation rate and tidal current are basically synchronous. The modeled turbulent kinetic energy dissipation rate gets smaller with the increase of the stratification, however, gets larger with the increase of shearing.     

GULLY—SPECIFIC DEBRIS FLOW HAZARD ASSESSMENT IN CHINA

Techniques of gully-specific debris flow hazard assessment developed in four periods since the end of the1980s have been discussed in the present paper. The improvement for the empirical assessment method is the sectional-ized function transformation for the factor value, rather than the classified logical transformation. The theoretical equationof the gully-specific debris flow hazard is expressed as the definite integral of an exponential function and its numericalsolution is expressed by the Poisson Limit Equation. Current methods for assessment of debris flow hazard in China arestill valid and practical. The further work should be put on the study of the reliability (or uncertainty) of the techniques.For the future, we should give a high priority to the relationship between debris flow magnitude and its frequency of occur-rence, make more developments of prediction model on debris flow magnitude, so as to finally reach the goal of assessingthe hazard of debris flow by theoretical model, and realize both actuality assessment and prediction appraisal of debris flow.     

Energy dissipation through wind-generated breaking waves

Wave breaking is an important process that controls turbulence properties and fluxes of heat and mass in the upper oceanic layer.A model is described for energy dissipation per unit area at the ocean surface attributed to wind-generated breaking waves,in terms of ratio of energy dissipation to energy input,windgenerated wave spectrum,and wave growth rate.Also advanced is a vertical distribution model of turbulent kinetic energy,based on an exponential distribution method.The result shows that energy dissipation rate depends heavily on wind speed and sea state.Our results agree well with predictions of previous works.