Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed

The subject of the wave–seabed–structure interaction is important for civil engineers regarding stability analysis of foundations for offshore installations. Most previous investigations have been concerned with such a problem in the vicinity of a simple structure such as a vertical wall. For more complicated structures such as a pipeline, the phenomenon of the wave–seabed–structure has not been fully understood. This paper proposes a finite-difference model in a curvilinear coordinate system to investigate the wave-induced seabed response in a porous seabed around a pipeline. Based on the present numerical model, mechanism of the wave-induced soil response is examined. Employing Mohr–Coulomb failure criterion, the wave-induced seabed instability is also estimated. The numerical results indicate the importance of the effect of pipeline on the seabed response.     

白光连续谱与模型大气

本文依据白光耀斑连续发射谱的一般观测事实,通过对一系列模型大气的非局部热动平衡计算,从半经验角度探讨了白光连续发射与模型大气的关系。结果表明:光球深层的温度增加或者过渡区存在平台结构均可解释观测到的白光辐射增强。对如何从理论上来解释这些大气结构本文也提出了一些看法。     

鱼田堡煤矿水文地质特征及深部突水模式分析

通过对鱼田堡煤矿各生产水平、开采区域、开采煤层涌水观测资料,以及水质化验、连通试验等资料的分析与研究,查明了该矿深部煤层开采的突水水源及突水通道——浅部与采空区融为一体的“地下水库”及深部K3（4#煤层）开采时在煤层顶板以上发育的采动离层裂隙带,为防治矿井深部突水提供了较为切合实际的水文地质依据。     

香花岭矿田地质特征与地球化学的关系

通过对香花岭矿田地质特征、地球化学资料的综合研究,总结了香花岭矿田地球化学特征及成矿模式,指明了找矿方向.     

浅议带有内边界的多边形裁剪算法的追踪过程

任意多边形的裁剪算法在地图制图过程中和GIS空间数据处理中具有重要意义。本文依照Weiler-Atherton算法,在不带内边界的无拓扑关系任意多边形裁剪算法基础上,论述了带内边界的无拓扑关系任意多边形裁剪算法的步骤和裁剪子区域多边形的追踪过程,为研究更为复杂的任意多边形裁剪算法提供了思路,使Weiler-Atherton算法应用更为广泛。     

Near-Wall Flow Development After A Step Change In Surface Roughness

An experimental study of the initial flow field downstream of a step change in surface roughness is presented. The roughness length of the downstream surface was approximately tenfold that of the upstream roughness and, unlike all previous studies, attention was concentrated on the roughness sublayer region beneath the inertial (log-law) region. The experiments were conducted at a boundary layer Reynolds number of about 6 × 10⁴ (based on layer thickness andfree-stream velocity) and around a longitudinal location where the (downstream) roughness length, z_o2, was about 1% of the boundary-layer thickness atthe roughness change point.The thickness of the roughness sublayer was found for the two roughness. It was observed that the vertical profiles of mean velocity and turbulence characteristics started to show similarity after about 160z₀₂ downstream of the roughness change. The presence of a shear stress overshoot is shown to depend strongly on the precise location (with respect to the roughness elements) at which the measurements are made and the thickness of the equilibrium layer is shown to be very sensitive to the way it is defined. It is demonstrated that the growing equilibrium layer has first to encompass the roughness sublayer before any thickness of inertial sublayer can be developed. It follows that, in somepractical cases, like flows across some urban environments, the latter(log-law) region may never exist at all.     

Synchronous structure control of superlarge ore deposits

The control of synchronous structures on formation of superlarge stratabound ore deposits is immense. Based on studies of ore deposits in South Qiniing, northern Guangdong, Langshan and other areas, three new ideas in comparison with examples of ore control of synchronous structures both in China and abroad are proposed: (i) multiorder ore control of synchronous structures, which means that synchronous structures of different orders display different controls on ore deposits; (ii) synchronous structures in different stages of basin evolution display different controls on basin fluid system and ore-forming system; (iii) synchronous strurture accompanying hydrothermal mineralization as a preexisting weak surface in earth crust often reactivate in later tcctono-thermal event to be a channelway for magma or thermal fluids which superimposed on and reformed preexisting ore beds to form large or superlarge composite ore deposits.     

城市微博数据驱动的群体疫情情感响应时空特征——以武汉市和石家庄市新冠疫情为例

研究城市大规模人群对疫情的情感响应时空特征,对于安抚人们情感状态以及优化防控措施具有重要意义。该文以带有地理标签的新浪微博数据为主要数据源,结合实地调查问卷,提出疫情场景下城市用户群体多维情感响应时空特征分析框架,该框架重点构建了城市用户群体对于疫情的多维情感强度的精确评估方法;在此基础上,分析疫情情感响应在时空维度上的变化特征,解析情感响应的显著影响因子。研究结果表明:1)该文提出的疫情情感响应评估方法,可准确量化疫情场景下城市群体多维情感响应强度;2)疫情防控期间政府采取的防控措施能够有效安抚城市群体愤怒、恐惧等负面情感;3)喜悦情感是疫情防控期间城市群体情感响应的主体情感;4)面对疫情再次发生,城市群体负面情感强度上升幅度会显著下降。该研究可为政府部门增强疫情情感监测能力、提升情感治理水平提供方法参考和决策依据。     

Characteristics of particle size for creeping and saltating sand grains in aeolian transport

Creep and saltation are the primary modes of surface transport involved in the fluid‐like movement of aeolian sands. Although numerous studies have focused on saltation, few studies have focused on creep, primarily because of the experimental difficulty and the limited amount of theoretical information available on this process. Grain size and its distribution characteristics are key controls on the modes of sand movement and their transport masses. Based on a series of wind tunnel experiments, this paper presents new data regarding the saltation flux, obtained using a flat sampler, and on the creeping mass, obtained using a specifically designed bed trap, associated with four friction velocities (0·41, 0·47, 0·55 and 0·61 m sec^?1). These data yielded information regarding creeping and saltating sand grains and their particle size characteristics at various heights, which led to the following conclusions: (i) the creeping masses increased as a power function (q = ?1·02 + 14·19u_*³) of friction wind velocities, with a correlation (R²) of 0·95; (ii) the flux of aeolian sand flow decreases exponentially with increasing height (q = a exp(–z/b)) and increases as a power function (q = ?26·30 + 428·40 u_*³) of the friction wind velocity; (iii) the particle size of creeping sand grains is ca 1·15 times of the mean diameter of salting sand grains at a height of 0 to 2 cm, which is 1·14 times of the mean diameter of sand grains in a bed; and (iv) the mean diameter of saltating sand grains decreases rapidly with increasing height whereas, while at a given height, the mean diameter of saltating sand grains is positively correlated with the friction wind velocity. Although these results require additional experimental validation, they provide new information for modelling of aeolian sand transport processes.