2D Wave setup behind submerged breakwaters

In addition to reducing the incoming wave energy, submerged breakwaters also cause a setup of the sea level in the protected area, which is relevant to the whole shadow zone circulation, including alongshore currents and seaward flows through the gaps. This study examines such a leading hydraulic parameter under the simplified hypothesis of 2D motion and presents a prediction model that has been validated by a wide ensemble of experimental data. Starting from an approach originally proposed by Dalrymple and Dean [(1971). Piling-up behind low and submerged permeable breakwaters. Discussion note on Diskin et al. (1970). Journal of Waterways and Harbors Division WW2, 423–427], the model splits the rise of the mean water level into two contributions: one is due to the momentum flux release forced by wave breaking on the structure, and the other is associated with the mass transport process. For the first time, the case of random wave trains has been explicitly considered.     

The phase difference effects on 3-D structure of wave pressure acting on a composite breakwater

In designing the coastal structures, the accurate estimation of the wave forces on them is of great importance. In this paper, the influences of the phase difference on wave pressure acting on a composite breakwater installed in the three-dimensional (3-D) wave field are studied numerically. We extend the earlier model [Hur, D.S., Mizutani, N., 2003. Coastal Engineering 47, 329–345] to simulate 3-D wave fields by introducing 3-D Navier–Stokes solver with the Smagorinsky's sub-grid scale (SGS) model. For the validation of the model, the wave field around a 3-D asymmetrical structure installed on a submerged breakwater, in which the complex wave deformations generate, is simulated, and the numerical solutions are compared to the experimental data reported by Hur, Mizutani, Kim [2004. Coastal Engineering (51, 407–420)]. The model is then adopted to investigate 3-D characteristics of wave pressure and force on a caisson of composite breakwater, and the numerical solutions were discussed with respect to the phase difference between harbor and seaward sides induced by the transmitted wave through the rubble mound or the diffraction. The numerical results reveal that wave forces acting on the composite breakwater are significantly different at each cross-section under influence of wave diffraction that is important parameter on 3-D wave interaction with coastal structures.     

人工繁育大黄鱼(Pseudosciaena crocea)群体F2及F3遗传差异分析

利用15对微卫星标记对人工繁育的岱衢族(DQ1和DQ2)、闽-粤东族(MY1和MY2)及正交(DM1和DM2)和反交(MD和MD21)F2及F3连续两代共8个群体的250个样品进行了遗传多样性及遗传差异检测.15个位点在所有检测群体中均为高度多态,共检测等位基因215个.每个位点的平均等位基因数是8.1-11.7,平均观察和期望杂合度分别是0.598-0.790和0.732-0.794.F2和F3代内的等位基因频率无明显差异(P>0.05),而两代间在15个位点的等位基因频率上存在约34.13%的遗传差异;Fst值检测发现,F2的4个群体间的Fst值是0.028-0.067,平均0.0429,F3的Fst值是0.037-0.068,平均0.0535.经过一代繁殖,F2和F3之间的遗传分歧平均增加了1%(0.0106);群体间的N-J聚类图显示,8个群体虽然聚成一族,但是F2和F3之间的遗传距离有增大的趋势.以上结果表明,随着人工选育力度的加强,岱衢族和闽-粤东族大黄鱼群体间的遗传距离由近及远,遗传分歧有加大的趋势.     

台风"碧利斯"的结构与江西暴雨诊断分析

利用T213资料、自动气象站加密资料和常规观测资料等,研究分析了0604号台风“碧利斯“的环流背景、移动路径、内部结构和外围暴雨的分布特征,并将其与0505号台风“海棠“、0513号台风“泰利“、0414号台风“云娜“,进行了对比分析.研究结果表明,台风暴雨与台风环流场、热力场的不对称有关,并不一定总是集中在环流中心附近.无论是对称结构,还是非对称结构,降水中心都与强对流云带位置相对应.“碧利斯“先西北行后向西折的路径,主要是受强大稳定的副热带高压引导,并表现为明显的不对称结构,东侧、南侧的积云对流较为旺盛,降水主要集中在移动路径的第三象限;850 hPa台风环流场表现为南部环流强盛,南海季风为西南急流的稳定维持提供了充沛的水汽条件;局地地形激发深厚的上升运动,进而产生庐山和赣南南部山区的大暴雨天气;垂直运动、散度、涡度、水汽通量、假相当位温等各物理量场,均与外围暴雨区有较好的对应关系.     

Scaling wave impact pressures on vertical walls

It is widely recognized that the use of Froude similarity for scaling up wave impact pressures recorded during physical model tests may lead to over-estimation of impact maxima. Based on reviewing historical work dating back to the 30s and further developments in the 60s and 80s, a general method is presented that is suitable for scaling up impact pressures and rise times measured during small scale physical model tests. The method accounts for the effect of air leakage and is applicable to most wave impact loads. The model is applied to scale wave impact pressures on vertical walls and similar structures, and consistent correction factors for the Froude scaling law are derived.     

佳木斯地体深部构造特征

本文通过重磁资料的数据处理和反演、天然地震震源的统计以及深断裂与火山活动关系的研究提出:佳木斯地体与两侧的造山带有着截然不同的地壳物质组成和构造类型,晚白垩世以来,其深部构造活动性较两侧更强。     

中国西北地区剪切波三维速度结构

本文研究区包括中国西北地区几个不同的构造单元,即准噶尔、阿尔泰、天山、内蒙古褶皱、塔里木盆地、柴达木和祁连山地区.从群速度和剪切波速度模型上可以看出,除塔里木具有十分明显的稳定构造体特征外,其它地区均具构造活动地区的特征,但其速度表现各具特点,并与它们的构造演化史有关.莫霍界面的起伏基本上控制了布格重力异常的分布;另外,天山地区与北山的速度结构在土地幔盖层中差别很大,天山的上地幔高速盖层可能与应力场有关.     

红水河中游地区地质构造稳定性的遥感图像分析

红水河中游地区是以北西向和北东向断裂相交叉为基本构造格局。在新构造运动时期,这两组老构造分段复活,将该区分割成一个相对独立的活动块体。 遥感信息与岩相古地理及汞矿化带相结合的分析结果表明:发震的垭都—紫云深大断裂,在新构造运动时期并未进入断块。遥感信息与历史震中的时空分布和断块结合分析表明:中强震震中绝大多数分布在断块以外,并以右江断裂带以南的频率为最大,由于这里已远在百公里之外,今后若再发生中强震,经过长途衰减,波及坝址的影响有限。 断块内距坝址15—20公里的巴鱼地区,近期发生过4.6级地震。这是一个处在乐业环状构造长轴转折端前沿,也是逻西活动断裂等多组断裂交叉处,小型环状构造也很发育,构造应力容易在此集中,历史震中与小型环状构造同断裂的交叉点关系密切。影像显示该区是相对孤立的局部地段,小震频繁,应力分阶段释放,不具备孕育强震的条件。 龙滩和岩滩电站坝址周围8公里内无大型或活动断裂通过,亦无两组以上断裂交叉点出现,构造稳定性良好,但应注意水库诱发地震的研究。     

结构隔震的研究与应用综述

结构基底隔震是房屋免震的新方法，在国外，这种方法已应用于土建工程。本文介绍基底隔震研究的进展和应用情况。     

阿尔金活动断裂带的分数维及分析

本文应用分数维理论，计算了阿尔金活动断裂带的分数维值，从分数维值的大小反映断裂构造复杂程度的观点出发，分析了阿尔金活动断裂带的活动特点。