扭王字块体护面斜坡堤越浪量试验研究

针对现行规范中缺少扭王字块体护面斜坡堤越浪量的计算方法,考虑波陡、相对水深、相对堤顶超高、相对坡肩宽度、相对胸墙高度和相对块体尺寸等影响因素,通过波浪水槽物模试验,运用多元回归方法,给出了扭王字块体斜坡堤越浪量中护面结构影响系数和平均越浪量的计算公式。与试验值和其它计算公式进行了验证对比,结果基本吻合,具有一致性的规律。研究成果丰富了规范内容,对斜坡堤工程设计具有重要参考意义。     

基于熵值-突变级数法的环渤海地区海洋生态环境承载力评价及障碍因子诊断

随着对海洋开发力度的不断加大,海洋生态环境问题日益突出,已成为中国海洋可持续发展的制约因素。作为衡量海洋可持续发展的主要手段之一,海洋生态环境承载力的定量化评价是必不可少的重要环节。针对海洋生态环境承载力的突变特性,基于熵值-突变级数法,从压力和承压两方面构建海洋生态环境承载力评价指标体系,结合障碍因子诊断模型,考量环渤海地区4个省市2006-2014年的海洋生态环境承载力的空间差异和时序特征,剖析影响承载力发展水平的主要障碍因子。研究表明:环渤海地区2006-2014年海洋生态环境承载能力整体较差,承载力水平呈下降趋势;2014年海洋生态环境承载强度分为两类,山东和天津为较弱承载力水平,河北和辽宁为弱承载力水平;生态弹性小、环境污染重、生态资源匮乏已成为制约环渤海海洋生态环境承载力发展水平的普遍问题。     

A Model for Nonlinear Irregular Waves in Coastal Area

Based on the refraction-diffraction theory of irregular waves in the waters of slowly-varying cur-rents and depths,and the generation dissipation theory of wind wave,a model for nonlinear irregular wavesin coastal area is developed.In light of the specific conditions of coastal wave character and engineering ap-plication,a practical mathematical model for the nonlinear irregular waves is presented.with directional spec-trum in coastal area.Coast effect,refraction,whitecapping.bottom friction.current,wind and nonlinearaction are considered in this model.The numerical methods and schemes for wave refraction ray,energy con-servation of propagation,energy balance of the generation and dissipation of wind waves have been studied.Finally,the model is used for the directional wave spectrum computation in the Daya Bay.Compared withthe measured data with 956 wave bouys in the Daya Bay,the model results are in good agreement with themeasured results.     

曲波域不规则地震数据提高分辨率技术研究

受野外观测条件的限制,采集的地震数据体通常不规则,并缺失一部分数据道。传统的单道提高分辨率方法无法兼顾横向地震信息,处理结果存在空间一致性问题。为此,本文提出在曲波域内进行不规则地震数据,通过曲波变换实现对地震数据的稀疏表征,将提高分辨率问题转化为曲波域1-范数约束的稀疏促进求解,得到规则化的高分辨率地震数据体。该方法避免传统单道提高分辨率方法存在的局限性,在提高分辨率的同时,能够恢复缺失的地震数据、压制随机噪声,进而提高地震数据的完备性,模型和实际资料试算,验证了该方法的正确性、有效性和适用性。      

Boundary condition control of fluvial obstacle mark formation – framework from a geoscientific perspective

Obstacle marks are sedimentary bedforms, typically composed of an upstream local scour hole and a downstream sediment accumulation in the vicinity of an obstruction that is exposed to a current. However, specific morphologies are variable in fluvial, coastal and submarine environments. Although obstacle marks and the phenomenon of local scouring are subject to different scientific disciplines, the objectives of investigations are rather incoherent and no systematic framework for analysing and evaluating boundary condition control exists yet, especially concerning limited knowledge of the cause and effect relationship of obstacle mark formation at instream boulders or vegetation elements in variable environmental conditions. Thus, a parameter framework is developed which identifies a spectrum of extrinsic and intrinsic boundary conditions that control the major process dynamics of obstacle mark formation. The framework is composed of dimensionless control parameters that are separated by a hierarchical order regarding their significance for obstacle mark formation. Primary control parameters determine the geometrical scale of flow field at the obstacle, and therefore control the potential maximum size of the obstacle. Secondary control parameters affect the dynamics of the flow field in geometrical scale and limit the potential maximum size of the emerging sedimentary structure if thresholds are crossed. The framework is supposed to be a foundation for subsequent quantification and determination of thresholds by systematic laboratory studies. To elucidate this, flume-based research is presented, evaluating the influence of different flow levels at boulder-like obstacles of different shapes. The results show that obstacle mark dimensions were maximized at shallow flow depths compared to obstacle dimensions, while deep flows at submerged boulder-like obstructions caused considerably smaller obstacle marks. In interdependency with a rounded and more streamlined obstacle shape, deep flows even cause a deviation of morphology if the flow depth above an obstacle exceeds 1.6 times the obstacle's dimensions. © 2020 The Authors. Earth Surface Processes and Landforms published by John Wiley & Sons Ltd.     

底商住宅在罕遇地震作用下的弹塑性时程分析

采用弹塑性时程分析程序CANNY对采用框架-非连续抗震墙结构的板式底商住宅进行了罕遇地震作用下的抗震性能分析。计算结果表明,在房屋的底层和端部布置适当数量的抗震墙,可有效提高结构的底层侧向刚度和房屋的整体抗扭刚度,改变了框架结构的抗震不规则形态。在7度罕遇地震作用下,结构弹塑性变形沿竖向分布均匀,无明显薄弱层,结构塑性铰分布合理,可满足规范的抗震设防要求。     

山东莱州西岭勘查区ZK88-19深孔同径造斜绕障工艺

山东莱州西岭勘查区ZK88-19号钻孔设计孔深2500 m,2016年12月开孔,于孔深2034 m处发生烧钻事故,处理孔底钻具时再次发生烧钻事故,导致2套钻具及2套内管总成滞留孔底;2017年8月,受划定环境保护区的影响,中断施工,直至2020年3月恢复施工,继续处理孔内事故难度很大;经过多次论证,应用了深孔同径造斜绕障技术,包括设计了造斜偏心楔、造斜钻头以及研发了偏心楔固定技术等,成功绕过事故段,恢复钻进。     

约束Delaunay三角剖分的“岛屿”类图斑符号填充

针对传统方法对“岛屿”类图斑进行符号填充会造成敏感区域符号布局不合理或符号空间冲突的问题,本文提出了一种约束Delaunay三角剖分的“岛屿”类图斑符号填充方法。首先,对“岛屿”类图斑对应的离散点群进行规则网格化和不规则三角剖分,用于计算等值点;然后,依据附加准则增加“凸”形和“凹”形附加点,顺次连接等值点和附加点作为Delaunay三角剖分的约束边界;最后,构建均匀变化的约束Delaunay三角网,在三角网内进行图元积分,填充“岛屿”类图斑符号。利用电子海图中岛屿边界点数据进行试验分析,与传统方法相比,本文方法填充的“岛屿”类图斑符号变化均匀,交互性较强,便于用户修改和切换,进行二次填充。试验结果表明,本文方法适用于“岛屿”类图斑的符号填充。     

重庆市江津区乡村生产空间系统适应性评价及障碍因素分析

研究在解析乡村生产空间系统适应性内涵、构建其分析框架的基础上,从易损性、稳定性、响应三个维度构建乡村生产空间系统适应性评价指标体系,运用适应性评价模型评价重庆市江津区近11年乡村生产空间系统运行状态,辅以障碍度模型诊断并测算其适应性障碍因子和适应性障碍度,进而提出针对性策略以破解其所面临的现实困境,结果表明：2007—2017年江津区乡村生产空间系统适应性总体呈波动上升且不断增强趋势,系统可持续发展能力稳步提高;系统适应性障碍度由稳定性、响应障碍向易损性障碍转变,其关键障碍因子为化肥使用量、农膜使用量、乡村生产总耗能、城镇工矿用地面积、乡村环保投资额占比等;以发展生态农业、有机农业,强化环境保护为前提降低系统易损性,拓展富硒特色农业增值空间和有效增加乡村资金、人才与技术投入提升稳定性与响应能力是增强乡村生产空间系统适应能力的关键。     

The reflection of regular and irregular waves by a partially perforated caisson breakwater on a step bed

This study examines the reflection of regular and irregular waves from a partially perforated caisson breakwater located on a step bed. The step bed is treated as an idealized rubble mound foundation. Based on the linear potential theory, an analytical solution is developed to calculate the reflection coefficient of the structure subjected to regular waves. The matched eigenfunction expansion method is used for the solution. The regular wave method is also extended to irregular waves using a linear transfer function. The calculated results obtained for limiting cases are exactly the same as corresponding results given by the previous researchers. The present predictions also agree well with experimental data in the published literatures. Numerical experiments are conducted to examine the variations of the reflection coefficient versus its main effect factors, and some interesting results are presented.