Wave Attenuation Performance and the Influencing Factors of A Lower Arc-Plate Breakwater     

LI Xue-yan  WANG Qing  YOU Zai-jin  GUO Wei-jun  ZHANG Jun-bin  ZHAN Chao  ZHANG Zhi-chen  WANG Li-xue  LI Qin 《中国海洋工程》2020,(1):89-98

Comprehensive experimental and numerical studies have been undertaken to investigate wave energy dissipation performance and main influencing factors of a lower arc-plate breakwater. The numerical model, which considers nonlinear interactions between waves and the arc-plate breakwater, has been constructed by using the velocity wave- generating method, the volume of fluid (VOF) method and the finite volume method. The results show that the relative width, relative height and relative submergence of the breakwater are three main influencing factors and have significant influence on wave energy dissipation of the lower arc-plate open breakwater. The transmission coefficient is found to decrease with the increasing relative width, and the minimum transmission coefficient is 0.15 when the relative width is 0.45. The reflection coefficient is found to vary slightly with the relative width, and the maximum reflection coefficient is 0.53 when the relative width is 0.45. The transmission and reflection coefficients are shown to increase with the relative wave height for approximately 85% of the experimental tests when the relative width is 0.19 0.45. The transmission coefficients at relative submergences of 0.04, 0.02 and 0 are clearly shown to be greater than those at relative submergences of 0.02 and 0.04, while the reflection coefficient exhibits the opposite relationship. After the wave interacts with the lower arc-plate breakwater, the wave energy is mainly converted into transmission, reflection and dissipation energies. The wave attenuation performance is clearly weakened for waves with greater heights and longer periods.  相似文献   

短蛸对不同生物饵料利用的比较     

赵捷杰  陈四清  常青  徐大凤  李凤辉  张鹏飞 《海洋科学》2020,44(9):83-90

为比较短蛸（Octopus ocellatus）对不同生物饵料的利用效果，以南美白对虾、肉球近方蟹、菲律宾蛤仔和玉筋鱼四种饵料进行了饲喂实验。结果表明：1）肉球近方蟹组短蛸增重率显著高于其他各组（P<0.05），南美白对虾组脏体比显著高于玉筋鱼组（P<0.05），各饵料组肝体比无显著差异；2）南美白对虾组和肉球近方蟹组短蛸肌肉的蛋白质含量显著高于菲律宾蛤仔组和玉筋鱼组（P<0.05），肉球近方蟹组脂肪含量显著高于其余各组（P<0.05），玉筋鱼组灰分含量显著低于其他各组（P<0.05）；3）南美白对虾组短蛸肝胰腺谷丙转氨酶活性显著高于其余各组（P<0.05），肉球近方蟹组谷草转氨酶活性显著高于其余各组（P<0.05），玉筋鱼组谷氨酸脱氢酶活性显著低于其余各组（P<0.05），菲律宾蛤仔组酸性磷酸酶活性显著高于其余各组（P<0.05），玉筋鱼组胃蛋白酶活性显著高于其他各组（P<0.05）。综上，投喂肉球近方蟹可以显著提高短蛸的增重率；不同饵料对短蛸肌肉的蛋白质、脂肪和灰分含量有影响，对其肝胰腺功能和胃蛋白酶活性也有显著影响。  相似文献   

碟形越浪式波能发电装置的三维数值模拟     

刘大方  刘臻  张国梁 《海岸工程》2020,39(4):237-245

基于计算流体力学软件的三维数值模拟技术,分析了碟形越浪式波能发电装置的越浪性能,通过构建基于水气两相VOF(Volume of Fluid)模型的三维数值波浪水槽对该装置进行三维数值模拟研究,数值计算结果与物理试验结果相互对比验证较为吻合,验证了所构建的三维数值波浪水槽的可靠性,通过考察装置的坡度、导流叶片个数、干舷高度对越浪性能的影响确定装置的最优结构参数。结果表明,在装置的斜坡面边缘增加回流板可减少波浪的反射,提高装置的越浪性能。在数值模拟中将装置的斜坡面边缘处安装回流板对碟形越浪式波能发电装置参数进行优化,通过分析回流板的长度对装置越浪性能的影响来探索最优回流板长度。  相似文献   

用于厄尔尼诺-南方涛动(ENSO)研究的海气耦合模式综述：中间型和混合型模式     

张荣华 《海洋与湖沼》2024,55(1):1-23

厄尔尼诺-南方涛动(El Niño-Southern Oscillation, ENSO)是地球气候系统中最强的年际变率信号, 起源于热带太平洋海气相互作用过程, 并对全球的天气和气候等产生显著的影响。过去几十年来, 广泛、深入而细致的海气相互作用研究致力于发展和改进海气耦合模式以用于ENSO模拟和预测, 各种类型的海气耦合模式应运而生。经过半个多世纪的努力, ENSO数值模式及其应用已经取得了巨大进展, 包括已发展了一些高度理想化的概念(concept)模型来解释ENSO准周期性循环(包括正负反馈机制等); 同时也已发展了几类复杂程度不同的海气耦合模式并用于对ENSO的真实模拟和实时预测等研究, 尤其是已能提前6个月或更长时间对ENSO事件的发生和发展等进行有效的实时预测。其中最为复杂的模式是基于原始方程组的大气环流模式(Atmospheric General Circulation Models, AGCMs)与海洋环流模式(Oceanic General Circulation Models, OGCMs)等所组成的环流型耦合模式(Coupled General Circulation Models, CGCMs), 这类模式变量取为完全变量的形式(如总的海表温度场, 其可以分解为气候态部分和年际异常部分), 还考虑了尽可能详尽的物理过程及其参数化方案。中间型耦合模式(Intermediate Coupled Models, ICMs)是一类介于高度理想化概念模型与复杂的环流型耦合模式之间的简化模式, 其对应的控制方程组采用距平形式, 直接取大气和海洋年际异常场作为预报变量(如海表温度年际异常), 而相应的气候平均态部分则由对应的观测资料来给定; 大气与海洋模式间的耦合采用异常耦合(anomaly coupling)。混合型耦合模式(Hybrid Coupled Models, HCMs)是另一类简化的海气耦合模式, 其中海洋或大气模式有一个分量模式采用了简化的距平类模式(类似于ICMs),而另一个分量模式则采用环流型模式(General Circulation Models, GCMs); 如可采用统计的大气风应力年际异常模式与OGCM间的耦合而构建一种HCM_OGCM,也可采用简化的海洋距平类模式(如ICM中的海洋分量模式)与AGCM间的耦合而构建另一种HCM^AGCM。历史上, ICMs、HCMs和CGCMs等这几类耦合模式都在ENSO理论体系的发展、数值模拟和实时预测等方面都起到了重要作用。本文主要回顾作者与合作者所研发的ICMs和HCMs的构建、特点和应用例子等。  相似文献   

风积沙环境下高等级公路冻土块石路基降温性能分析     

韩风雷  张学富  喻文兵  韦良文  周杰 《冰川冻土》2018,40(3):528-538

青藏高原脆弱的生态系统以及人类工程活动,加剧了青藏工程走廊线性工程两侧沙漠化、荒漠化发展趋势,尤其冻土块石路基面临日益严重的风积沙灾害问题。以多年冻土区高等级公路块石路基为研究对象,采用数值模拟分析风积沙环境下封闭块石路基的降温性能和长期热稳定性。结果表明：风积沙堆积对封闭块石路基下部土层冻土温度的影响程度高于冻土上限,1.0 m湿沙工况降低冻土温度,0.2 m干沙则增大冻土温度。升温背景下,随年平均气温增加风沙堆积对路基冻土上限影响程度增强,干沙增大冻土融化深度,湿沙抬升冻土上限。随冻土含冰量减小,路基中心冻土上限对气候升温敏感性增加,风沙堆积影响减弱。气候升温和风沙堆积条件下,在年平均气温低于-5.5℃时,宽幅沥青路面封闭块石路基能够满足降温要求,使人为冻土上限保持在块石层内。研究成果可为风沙危害区多年冻土块石路基的病害治理和拟建青藏高速公路块石路基设计提供科学依据。  相似文献   

多边形叠加Vatti算法的VCS优化方法与GPU并行化     

张志锟  范俊甫  徐少波  陈政 《地球信息科学学报》2022,24(3):437-447

Vatti算法是常用的矢量多边形裁剪算法之一,在其构建扫描束实现交点计算的过程中,二叉树的数据结构和递归计算方法导致其计算效率受矢量多边形边界顶点数量影响显著。本文针对Vatti算法执行过程中较为耗时的扫描束构建环节,提出了一种多边形边界顶点预排序的优化方法——VCS（Vertex Coordinate Pre-Sorting）方法,并基于该方法实现了对Vatti算法的GPU细粒度并行化。VCS方法使用双向链表对Vatti算法原有的二叉树数据结构进行了替换,以较小的额外存储空间取得了多边形边界顶点信息查找效率的明显提升。在GPU环境下采用双调排序算法对多边形边界顶点数组元素进行并行化排序并过滤出有效值,克服了原始算法使用二叉树存储导致效率低下的问题。实验结果表明,改进后的算法与原始算法相比,具有相同的计算精度;当多边形顶点数量为92万,CUDA每个线程块中的线程数量为32时,使用VCS优化方法,与采用CPU计算构建扫描束方法相比,GPU并行化方法获得了39.6倍的相对加速比,矢量多边形叠加分析算法效率总体上提升了4.9倍。  相似文献   

BDS-3多频PPP模型性能分析     

吴志远  王潜心  胡超  武威 《大地测量与地球动力学》2022,42(8):846-851

为验证BDS-3新三频PPP模型的定位性能,在原始观测方程的基础上推导新三频PPP模型,并重新推导模型中的伪距偏差改正。利用14个MGEX测站观测到的数据对3种三频PPP模型及2种传统双频非差非组合模型的静态和动态定位性能进行比较分析。结果表明,新三频PPP模型在收敛时间和定位精度上均有所提升,其中TDF模型的提升效果最好。  相似文献   

Experiments with the Improved Dynamical-Statistical-Analog Ensemble Forecast Model for Landfalling Typhoon Precipitation over South China     

马蕴琦  任福民  贾莉  丁晨晨 《热带气象学报(英文版)》2022,28(2):139-153

In recent work, three physical factors of the Dynamical-Statistical-Analog Ensemble Forecast Model for Landfalling Typhoon Precipitation (DSAEF_LTP model) have been introduced, namely, tropical cyclone (TC) track, TC landfall season, and TC intensity. In the present study, we set out to test the forecasting performance of the improved model with new similarity regions and ensemble forecast schemes added. Four experiments associated with the prediction of accumulated precipitation were conducted based on 47 landfalling TCs that occurred over South China during 2004-2018. The first experiment was designed as the DSAEF_LTP model with TC track, TC landfall season, and intensity (DSAEF_LTP-1). The other three experiments were based on the first experiment, but with new ensemble forecast schemes added (DSAEF_LTP-2), new similarity regions added (DSAEF_LTP-3), and both added (DSAEF_LTP- 4), respectively. Results showed that, after new similarity regions added into the model (DSAEF_LTP-3), the forecasting performance of the DSAEF_LTP model for heavy rainfall (accumulated precipitation ≥250 mm and ≥100 mm) improved, and the sum of the threat score (TS250 + TS100) increased by 4.44%. Although the forecasting performance of DSAEF_LTP-2 was the same as that of DSAEF_LTP-1, the forecasting performance was significantly improved and better than that of DSAEF_LTP-3 when the new ensemble schemes and similarity regions were added simultaneously (DSAEF_LTP-4), with the TS increasing by 25.36%. Moreover, the forecasting performance of the four experiments was compared with four operational numerical weather prediction models, and the comparison indicated that the DSAEF_LTP model showed advantages in predicting heavy rainfall. Finally, some issues associated with the experimental results and future improvements of the DSAEF_LTP model were discussed.  相似文献   

基于颗粒阻尼器的多鼓型古柱抗震性能研究     

周占学  于爽  郭帅  黄晓峥  周小龙 《震灾防御技术》2022,17(2):392-400

为保护地震作用下历史遗迹帕特农神庙多鼓石柱,提出将破损的石鼓替换为填充颗粒的空鼓,以减轻多鼓石柱动力响应。本文基于PFC3D与FLAC3D软件,实现了离散-有限耦合作用,模拟了附有颗粒阻尼器帕特农神庙多鼓型石柱,研究了颗粒阻尼器对帕特农神庙石柱的减震效果,并分析地震强度、频率、阻尼器位置等因素对减震效果的影响。研究结果表明,将颗粒阻尼器替换破损的空鼓,PFC3D与FLAC3D耦合计算结果与试验结果基本一致,减震效果显著,说明耦合分析方法研究颗粒阻尼器抗震性能具有较高的可靠性;地震强度不同时,分层颗粒阻尼器仍可较好地耗散能量;颗粒阻尼器对结构的减震性能受激励频率的影响显著,频率越高,减震效果越好;颗粒阻尼器布置在古柱中上部减震效果优于布置在古柱下部。  相似文献   

Seismic performance of two-story subway station structures with different isolating systems     

《地震研究进展（英文）》2022,2(4):100155

When the sliding bearing is fixed only at the top of the middle column of the underground structure, the cracks at the side end of the middle plate should be aggravated while the seismic damage of the mid-column should be alleviated. To enhance the seismic performance of the mid-plate, a new isolation design method has been mentioned while the elastic sliding bearings are set at the top of the mid-columns and between the side end of the mid-plate and the side wall at the same time. By establishing a nonlinear finite element analysis model for the static-dynamic coupling interaction system, the seismic response characteristics of the cast-in-place station structure without a sliding bearing have been analyzed and compared with those of the station structure with the sliding bearing fixed only at the top of the middle columns, and those of the station structure with sliding bearing be fixed between the mid-plate and the sidewall at the same time. The results show that the new isolation station structures suffer fewer earthquake damages at the mid-plate and mid-columns at the same time, which can improve the overall seismic performance of the subway station structure.  相似文献