Accurate ocean tide modeling in southeast Alaska and large tidal dissipation around Glacier Bay     

Daisuke Inazu  Tadahiro Sato  Satoshi Miura  Yusaku Ohta  Kazuyuki Nakamura  Hiromi Fujimoto  Christopher F. Larsen  Tomoyuki Higuchi 《Journal of Oceanography》2009,65(3):335-347

An accurate prediction of ocean tides in southeast Alaska is developed using a regional, barotropic ocean model with a finite difference scheme. The model skill is verified by the observational tidal harmonics in southeast Alaska including Glacier Bay. The result is particularly improved in Glacier Bay compared to the previous model described by Foreman et al. (2000). The model bathymetry dominates the model skill. We re-estimate tidal energy dissipation in the Alaska Panhandle and suggest a value for tidal energy dissipation of 3.4 GW associated with the M₂ constituent which is 1.5 times the estimation of Foreman et al. (2000). A large portion of the M₂ energy budget entering through Chatham Strait is dissipated in the vicinity of Glacier Bay. Moreover, it is shown that the developed model has the potential to correct the ocean tide loading effect in geodetic data more efficiently than the model of Foreman et al. (2000), especially around Glacier Bay.  相似文献   

Laboratory and numerical studies of wave damping by emergent and near-emergent wetland vegetation   总被引：3，自引：0，他引：3  

Lauren N. Augustin  Jennifer L. Irish  Patrick Lynett 《Coastal Engineering》2009

Wetlands protect mainland areas from erosion and damage by damping waves. Yet, this critical role of wetland is not fully understood at present, and a means for reliably determining wave damping by vegetation in engineering practice is not yet available. Laboratory experiments were conducted to measure wave attenuation resulting from synthetic emergent and nearly emergent wetland vegetation under a range of wave conditions and plant stem densities. The laboratory data were analyzed using linear wave theory to quantify bulk drag coefficients and with a nonlinear Boussinesq model to determine numerical friction factors to better represent wetland vegetation in engineering analysis.  相似文献   

��̬Ӧ��������Ӱ�����Ӧ���仯�IJ��������Է���   总被引：6，自引：0，他引：6  

周宇明  单斌  熊熊 《大地测量与地球动力学》2008,28(5):21-26

???????λ????????????????????????ж?????Ч???????????????????????????????С???????????????????????仯????????????????????????????о??У???Щ????????????????仯????????????????繹?????????????????????????????????????????棬??????????????????????????仯??????????????????????????仯???С?????????????????仯???????????????????  相似文献   

关于将重晶石列为战略性矿产的原则分析     

姜雅  王婷  龙涛 《地球学报》2021,42(2):297-302

战略性矿产是国家矿产资源宏观调控和监督管理的重点对象,加强战略性矿产研究、明确自身比较优势和薄弱环节,对于完善全国矿产资源规划中的战略性矿产目录、为国家相关产业政策制定提供借鉴参考具有重要意义.本文以重晶石为研究对象,运用文献集采法、比较研究法,从重晶石在美国的产业发展地位、资源不可替代性、对国际市场的影响力等三方面分...  相似文献   

Comparison of existing poroelastic models for wave damping in a porous seabed   总被引：1，自引：0，他引：1  

M. Lin  D. S. Jeng   《Ocean Engineering》2003,30(11):1335-1352

Mechanism of wave–seabed interaction has been extensively studied by coastal geotechnical engineers in recent years. Numerous poro-elastic models have been proposed to investigate the mechanism of wave propagation on a seabed in the past. The existing poro-elastic models include drained model, consolidation model, Coulomb-damping model, and full dynamic model. However, to date, the difference between the existing models is unclear. In this paper, the fully dynamic poro-elastic model for the wave–seabed interaction will be derived first. Then, the existing models will be reduced from the proposed fully dynamic model. Based on the numerical comparisons, the applicable range of each model is also clarified for the engineering practice.  相似文献   

Introduction of a new friction routine into the SWAN model that evaluates roughness due to bedform and sediment size changes   总被引：2，自引：0，他引：2  

Grant Alexander Smith  Alexander V. Babanin  Peter Riedel  I.R. Young  Stephen Oliver  Graeme Hubbert 《Coastal Engineering》2011

The significant loss of wave energy due to seabed interaction in finite depths is a known effect and bottom friction terms are used in the wave models to account for this dissipation. In this paper, a new bottom-interaction function is tested by means of the SWAN model, based on measurements at two field sites, Lake George and Lakes Entrance, both in Australia. The function accounts for dependence of the friction on the formation process of bottom ripples and on the grain size of the sediment. The overall improvement of the model prediction both for the wave height and wave period is demonstrated.  相似文献   

设置负刚度装置的大跨长联连续梁桥地震反应分析          下载免费PDF全文

陆兆文  夏修身  史军  王垲  刘魏 《世界地震工程》2022,38(2):181-187

为完善大跨长联连续梁桥的减震和隔震技术,提出将负刚度装置引入某带有摩擦摆支座隔震的大跨长联连续梁桥中组成新型减震和隔震系统。基于CSIBridge软件建立全桥有限元模型,负刚度装置采用弹性多段线模拟,摩擦摆支座采用双线性恢复力模型,输入7条地震波进行了非线性时程分析,考查了新型减震和隔震系统下桥梁结构的地震反应,探究了负刚度系统对大跨长联隔震连续梁桥地震反应的影响。研究结果表明：在大跨长联隔震连续梁桥上布置负刚度装置后,梁体加速度及支座位移可被有效降低,近场地震动下的墩底内力也有明显减小。负刚度装置可有效提高大跨长联摩擦摆支座连续梁桥的抗震性能,负刚度装置也适用于大跨长联隔震连续梁桥。  相似文献   

单桩不同加载条件下有限元模拟及侧摩阻力分析     

徐燕  佴磊 《煤田地质与勘探》2007,35(3):55-58

采用弹塑性有限元法,结合岩土体结构特征,应用接触单元模拟桩土之间的不连续面,分别对单桩传统静载加载方式和自平衡加载方式进行数值模拟。自平衡加载方式的数值模拟结果与实际自平衡测试结果吻合较好,说明选取的模型和参数比较合理。进而采用此模型和参数,对传统静载加载方式进行数值模拟,得出桩上部荷载传递过程中桩及桩周岩土体应力及位移,求出各单元的应力应变,确定出桩侧法向应力,结合桩土之间摩擦试验的参数,根据莫尔-库仑理论求出桩侧摩阻力。最后将有限元数值模拟和自平衡实测侧摩阻力值进行对比,验证了在选用合理的模型和物理力学参数的基础上,有限元计算的侧摩阻力值和实测值较吻合,通过有限元方法计算获得的单桩侧摩阻力值具有一定的可借鉴性和实用性。   相似文献   

内蒙古科尔沁沙地起沙近地层动力学阈值的试验研究   总被引：4，自引：0，他引：4  

李晓岚  张宏升 《高原气象》2012,31(1):38-46

利用内蒙古科尔沁沙地沙尘暴探测与监测试验站2008年和2009年春季沙尘和近地层观测资料,研究了不同沙尘天气条件下沙尘浓度随摩擦速度的变化规律,对比分析了不同天气(晴天、扬沙、沙尘暴和强沙尘暴)入射短波辐射和净辐射的演变,并利用两层高度沙尘浓度差,区分局地起沙和非局地起沙,有效地避免了沙尘水平输送引起的起沙阈值的低估。结果表明,起沙前,摩擦速度和沙尘浓度数值都较低;临近起沙阶段,摩擦速度迅速增大而沙尘浓度基本保持不变;起沙时,摩擦速度数值较高,沙尘浓度迅速增大;沙尘天气减弱阶段,沙尘浓度随摩擦速度近似呈线性减小。科尔沁沙地春季临界起沙摩擦速度u*t和临界起沙风速ut分别为0.62m.s-1和9.5m.s-1,扬沙、沙尘暴和强沙尘暴天气的起沙阈值依次略有增加。与晴天天气相比,沙尘天气到达地面的短波辐射和净辐射明显减少。  相似文献   

高速公路不同路况下的安全限速     

冯涛  李迅  丁德平  谢庄 《气象科技》2012,40(5):865-868

不同气象条件导致道面状况差异很大,为了提高不同道面状况条件下高速公路行车的安全性,从气象条件出发分析了干、湿、积雪、积冰道面条件对道路交通安全的影响,采用数学方法,以制动反应时间内行驶距离与制动距离之和小于能见距离为条件,推导了不同道面条件下的基于安全距离的高速公路最高车速限制值计算公式.利用双指数模型的纵向附着系数计算模型计算了附着系数,得出了不同道面条件下对应不同能见距离、附着系数的安全车速,为高影响天气条件下交通管理部门管理高速公路安全运行提供科学依据.  相似文献