Wave-ice interaction in the North-West Barents Sea

The results of field work on drift ice during wave propagation are analyzed and presented. The field work was performed in the Barents Sea, and the main focus of the paper is on wave processes in the MIZ. A model of wave damping in broken ice is formulated and applied to interpret the field work results. It is confirmed that waves of higher frequencies are subjected to stronger damping when they propagate below the ice. This reduces the frequency of most energetic wave with increasing distance from the ice edge. Difference of wave spectra measured in two relatively close locations within the MIZ is discussed. The complicated geometry and dynamics of the MIZ in the North-West Barents Sea allow waves from the Atlantic Ocean and south regions of the Barents Sea to penetrate into different locations of the MIZ.     

南海北部陆坡峡谷区海底沉积物工程地质特征及区域稳定性评价

The upper part of the continental slope in the northern South China Sea is prone to submarine landslide disasters,especially in submarine canyons. This work studies borehole sediments, discusses geotechnical properties of sediments, and evaluates sediment stability in the study area. The results show that sediment shear strength increases with increasing depth, with good linear correlation. Variations in shear strength of sediments with burial depth have a significantly greater rate of change in the canyon head and middle part than those in the canyon bottom. For sediments at the same burial depth, shear strength gradually increased and then decreased from the head to the bottom of the canyon, and has no obvious correlation with the slope angle of the sampling site. Under static conditions, the critical equilibrium slope angle of the sediments in the middle part of the canyon is 10° to 12°, and the critical slope angle in the head and the bottom of the canyon is 7°. The results indicate that potential landslide hazard areas are mainly distributed in distinct spots or narrow strips on the canyon walls where there are high slope angles.     

南黄海砂质海底反向声散射测量（6-24 kHz）

在南黄海某一典型的砂质海底区域,采用全向性声源和全向性接收水听器开展了频率范围为6-24 kHz的海底反向声散射测量。测量结果表明,在避免海面散射干扰并满足远场条件的情况下,本次实验获得了掠射角范围为18~80°的海底反向声散射强度,其数值为-41.1~24.4 dB。在有效掠射角范围内,声散射强度总体上随掠射角的增大呈现出增大趋势,但对于不同的频率,其变化趋势有所不同,反映出不同的散射机理。在20°、40°和60°掠射角处,在6-24 kHz的频率范围内反向声散射强度总体上呈现出正相关的频率依赖性,其线性相关斜率分别为0.2229 dB/kHz、0.5130 dB/kHz、0.1746 dB/kHz。在最大掠射角80°处,反向声散射强度未呈现出明显的频率相关性。     

水合物分解对海底边坡稳定影响的数值模拟分析

海底边坡失稳会给人类造成巨大危害,部分海底边坡失稳案例被证实与水合物分解有关。由于海底条件的复杂性,人们很难直接观察水合物分解引起的海底边坡失稳过程。数值模拟可以相对准确地预测水合物分解可能引起的海底边坡失稳状况。通过选用基于ABAQUS软件的有限元强度折减法,模拟海底边坡失稳的过程并得到相应结果,分析了水合物分解程度、水合物带上覆厚度、边坡角度等因素对海底边坡稳定性的影响。结果表明,正常情况下,塑性区首先在坡脚区域出现并逐渐向上发展至坡顶;当水合物分解达到一定程度后,塑性区首先出现在水合物带,随后自水合物带向上发展至坡顶,并和随后在坡脚出现的塑性区形成贯通边坡的塑性带。水合物埋藏越深,越有可能造成大规模的滑坡;边坡角度高于15°时,水合物分解会急剧促进边坡失稳。     

丁字湾近岸海域表层沉积物粒度特征及沉积动力环境

根据丁字湾近岸海域126个表层沉积物样品粒度分析结果,对沉积物类型和粒度参数分布进行了总结。在此基础上,利用粒径趋势分析模型(GSTA)和沉积动力判别图解,探讨了表层沉积物的运移趋势及沉积水动力规律。结果表明,丁字湾近岸海域表层沉积物类型共有8种,其中砂、砂质粉砂和粉砂分布最广泛;平均粒径具有从岸向海逐渐变细的特征,分选性、偏度和峰度分别具有较差—差、正偏—极正偏、中等的特征;粒度运移趋势分析反映出湾口海岸附近泥沙由两侧向湾口中心运移,远离海岸泥沙由北西向南东偏东方向运移;沉积动力判别图解揭示出丁字湾海域沉积水动力具有整体较强,由岸向海方向逐渐减弱的特征。     

深海刚性跨接管弯管强度关键影响因素研究

深海刚性跨接管是水下生产系统的关键设备,其弯管处易因应力集中导致结构失效。依照理论与规范,并结合工程实例,通过数值模拟分析对影响跨接管弯管强度的关键因素进行研究,并对各影响因素展开敏感性分析。结果表明:跨接管结构形式是影响弯管强度的主要设计因素(M型跨接管可有效降低弯管的结构应力),弯管曲率半径影响较小;管道端部位移是影响弯管强度的主要载荷因素(重点分析此因素在不同方向的敏感性,发现轴向端部位移的影响最大);而工作温度对管道强度的影响很小。     

火灾中集装箱船剩余极限强度研究

采用ISO规定的火灾的标准温度—时间曲线建立船体结构的火灾模型。基于能量守恒原理建立热传导微分方程,计算热传导、对流和辐射对结构温度分布的影响。考虑火灾发生位置的差异性,分析得到着火区域的温度场。根据高温下钢材的力学性能,针对火灾发生位置的不同,利用非线性有限元方法,分析火灾对集装箱船剩余弯曲极限强度(中拱、中垂)的影响。结果表明,集装箱船不同位置发生火灾时,对船体结构极限强度的影响具有显著差异。船舱某一位置发生火灾时,对船体梁中拱和中垂极限强度的影响也分别不同。对集装箱船火灾的瞬态分析结果表明,火灾对船体梁极限强度的衰减作用主要发生在火灾发展过程中的前期,船体梁极限强度的衰减速度随火灾发展的时间逐渐减慢。     

Sediment critical shear stress and geotechnical properties along the modern Yellow River Delta,China

A geological engineering study was undertaken to determine the spatial distribution of sediment critical shear stress in the modern Yellow River Delta and to determine the influence of sediment erodibility on sediment erosion and microtopography formation. The critical shear stress was tested using a cohesive sediment meter for sediments along lines running perpendicular to the coast in different sedimentary lobes of the delta, where the geotechnical properties of sediments were also determined. The results demonstrate that significant differences in critical shear stress exist among high, middle, and low tidal flats, which are influenced by biodisturbation in the different sedimentary lobes. Regional characteristics of the modern Yellow River Delta show that critical shear stress levels are the lowest in the northern area (0.11–0.4?Pa), are the highest in the eastern area (2.8–4.55?Pa), and are significantly heterogeneous in the northeastern area. The critical shear stress is found to be more nonuniform and levels of antierosion strength are relatively lower than values found for other estuarine deltas around the world.     

基于流空间视角的城市群空间结构研究——以珠三角城市群为例

随着现代交通、通信以及信息技术的发展,基于网络社会的“流空间”成为研究城市群空间结构的重要理论前沿。借助珠三角城市群9个城市的人流、物流、资金流和信息流数据,对珠三角城市群空间结构的现状和发展趋势进行综合性判断。研究发现：① 珠三角城市群的空间结构现状在“点-线-网-面域”4个层面均呈现出明显单极化态势,广州市是“流空间”视角下珠三角城市群的核心,区域网络结构呈现出“缺位型金字塔形结构”;② 珠三角城市群网络的未来发展中位于不同层级的城市将起着不同的作用,其中广州、深圳、东莞等城市对空间结构发展起着导向性作用,而佛山、中山等城市将承担着联系中转站功能;③ 珠三角各城市的流度辐射区一体化明显,各城市辐射影响区的空间形态也表明了各城市的功能圈和势力范围。未来随着全球化趋势和区域一体化政策的加强,珠三角城市群的集聚效应将不断转化为扩散效应,将极大提升珠三角城市群对全球范围内资源的吸聚和配置能力,助力珠三角城市群走向网络化的发展时代。     

外加剂对低温水泥浆性能的影响试验研究

为解决在普通硅酸盐水泥（P.O42.5）或混凝土施工中遭遇低温环境而不能顺利凝固的问题。对普遍使用的硅酸盐水泥进行了基础性能测试试验,使用早强剂与高效减水剂对水泥进行调整性能,寻找出最佳的调整方案,对比调整前后水泥浆及水泥石强度等各项数据。结果表明10%早强剂、2‰JSS高效减水剂的调整方案较好地改善了水泥浆的流动性、凝结时间、水化热放热速率、结石率及水泥石的早期强度等问题。研究成果对低温条件下的混凝土施工有一定的参考价值。