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11.
Dieter Kelletat Sander R. Scheffers Anja Scheffers 《Pure and Applied Geophysics》2007,164(2-3):413-431
The Andaman-Sumatra Tsunami of Dec. 26, 2004, was by far the largest tsunami catastrophe in human history. An earthquake of
9 to 9.3 on the Richter scale, the extension of waves over more than 5000 km of ocean and run-ups up to 35 m are its key features.
These characteristics suggest significant changes in coastal morphology and high sediment transport rates. A field survey
along the west coast of Thailand (Phuket Island, Khao Lak region including some Similan Islands, Nang Pha mangrove areas and
Phi Phi Don Islands) seven to nine weeks after the tsunami, however, discovered only small changes in coastal morphology and
a limited amount of dislocated sediments, restricted to the lower meters of the tsunami waves. This is in striking contrast
to many paleo-tsunami's events of the Atlantic region. Explanations for this discrepancy are sought in:
a. Mechanics of the earthquake. A rather slow shock impulse on the water masses over the very long earthquake zone,
b. Shallow water in the earthquake zone, and
c. Bathymetry of the foreshore zone at the impacted sites. Shallow water west of Thailand has diminished wave energy significantly.
The differences in geomorphological and sedimentological signatures of this tsunami compared with many paleo-tsunami worldwide
makes it unsuitable to be used as a model for old and future tsunami imprints by an event of this extreme energy and extension. 相似文献
12.
《国际泥沙研究》2022,37(5):589-600
The dynamic impact force of debris flow on dams with a curved upstream face curved was investigated using laboratory experiments and a theoretical approach. Equations describing the impact force and maximum run-up height were derived. The experiments and theoretical considerations reveal that the impact force and maximum run-up height are mainly controlled by the Froude number (Fr) reduced by the cosine of the channel slope angle (cosα). Both the impact force and the maximum run-up height have a quadratic relation with the modified Froude number (Fr/(cosα)0.5). The experimental data and the results of the theoretical approach are in good agreement, indicating that the theoretical approach can be used in practical applications. It is concluded that the comparison between the curved-joint dam and the more conventional sharp-joint dam shows no differences in the maximum impact force and run-up height for the same modified Froude number. With the sharp-joint dam, the peak values of the impact force are reached more quickly than with the curved-joint dam. 相似文献
13.
基于黏性流理论,采用动网格技术和6自由度模型,以及动量源方法,建立了双浮板液舱晃荡的数值模型。分别采用3种不同空间步长的网格离散计算区域,进行了网格收敛性验证。通过光滑液舱晃荡的模型试验和解析得到的爬高最大值,验证了数值模型的精确性。在载液率为50%,激励幅值为2 mm条件下,对双浮板液舱晃荡进行了数值计算,与光滑液舱相比,双浮板液舱晃荡的最大爬高明显减小。通过一个激励周期内双浮板液舱晃荡的波面显示发现,液舱晃荡模式由光滑液舱的驻波模式变为U管模式,晃荡模式的改变起到了明显地抑制液舱晃荡的效果。 相似文献
14.
随着深海油气田的不断开发,各种适应深海环境的浮式平台陆续涌现。多数深海平台通过立柱支撑上层甲板,波浪沿柱体表面的爬升效应极为明显,大大增加了强非线性砰击和越浪的危险,甚至将导致平台局部结构以及相关设备的破坏。因此,波浪爬升效应在平台设计及结构安全性方面具有重要的意义,并成为平台水动力研究的热点问题之一,是平台气隙预报的一个重要方面。介绍波浪爬升效应在平台设计阶段的重要性,分析波浪爬升的成因和影响因素,就目前国际上相关研究情况及进展进行了详细的阐述,并提出了这一课题未来研究方向的有关建议。 相似文献
15.
龚家方4号斜坡涌浪数值模拟分析 总被引：2，自引：0，他引：2
对于库区滑坡来说,不能只考虑滑坡体本身造成的灾害,还要考虑滑坡体引起的涌浪灾害,为了研究滑坡涌浪的传播、衰减规律,在Geo-wave软件的技术上,二次开发形成FAST软件。以三峡库区龚家方4号斜坡为研究对象,分别在175、156、145 m的库水位条件下,在长约23 km、宽约10.4 km的区域内进行涌浪数值模拟,获得涌浪传播模拟数据。经过模拟软件数据处理模块的计算分析,形成了分析涌浪传播规律的一系列图件。对不同水位下涌浪模拟的计算结果进行对比分析发现,随着库水位的下降,滑坡产生的最大涌浪值和在对岸的爬高值都有增长的趋势,但其对航道存在威胁的时间逐渐变短。模拟区各位置的最大波高空间分布形态具有中间内凹、两翼沿岸坡延伸的特征。涌浪传播的急剧衰减区基本分布在涌浪源附近1 km的范围内,涌浪源处的波高越大,单位距离内的涌浪下降高度也越大。由于涌浪在岸边有叠加、壅高现象,建议航道内船只经过地质灾害点附近时应沿江中心快速通行。 相似文献
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17.
The rate of wave overtopping of a barrier beach is measured and modeled. Unique rate of wave overtopping field data are obtained from the measure of the Carmel River, California, lagoon filling during a time when the lagoon is closed-off with no river inflow. Volume changes are based on measured lagoon height changes applied to a measured hypsometric curve. Wave heights and periods are obtained from directional wave spectra data in 15 m fronting the beach. Beach morphology was measured by GPS walking surveys. Three empirical overtopping models by Van der Meer and Janssen (1995), Hedges and Reis (1998) and Pullen et al. (2007) with differing parameterizations on wave height, period and beach slope and calibrated using extensive laboratory data obtained over plane, impermeable beaches are applied in a quasi-2D manner and compared with the field observations. Three overtopping events are considered when morphology data were available less than 2 weeks prior to the event. The models are tuned to fit the data using a reduction factor to account for beach permeability, berm characteristics, non-normal wave incidence and surface roughness influence. In addition, the run-up model by Stockdon et al. (2006) based on field data is examined and found to underestimate run-up as the calculated values were too small to predict any of the observed overtopping. The three overtopping models performed similarly well with values of 0.72–0.87 for the two narrow-banded wave cases, with an average reduction factor of 0.78. The European model (Pullen et. al., 2007) performed best overall and in particular for the case of the broad-banded, double peaked wave spectrum. 相似文献
18.
DONG Guohai 《中国海洋工程》2000,14(3):329-337
—This paper details experiments undertaken in the UK Coastal Research Facility(CRF)at Hy-draulics Research(HR).Wallingford.on transformation and run-up of wave trains.The purpose of theseexperiments is to provide verification data for numerical models of wave transformation in shoaling.surfand swash zones.This is the kind of data that flume experiments are unable to provide.and is collected inthe highly controlled environment of CRF where extrinsic factors present in the field are not an issue.Theexperiments concerning wave trains are undertaken by use of existing wave generation software.and therun-up measurements are made with large experimental run-up gauges. 相似文献
19.
The tsunami similar to the one that has occurred in December 26, 2004 (Boxing Day Tsunami) in the Indian Ocean is simulated using the expression derived from Modified Weibull Distribution (for maximum wave height simulation) for extreme wave height predictions. The tuning coefficient plays a significant role in estimating the tsunami heights at various stages. It follows well defined mathematical laws at different stages. It is time dependent in the first three stages and depth dependent in the last two stages. The beach run-up heights estimated by the expression derived from the work-energy relation are comparable with observed values with reasonable accuracy. 相似文献
20.
The present study develops a numerical model of the two-dimensional fully nonlinear shallow water equations （NSWE） for the wave run-up on a beach. The finite volume method （FVM） is used to solve the equations, and a second-order explicit scheme is developed to improve the computation efficiency. The numerical fluxes are obtained by the two dimensional Roe＇ s flux function to overcome the errors caused by the use of one dimensional fluxes in dimension splitting methods. The high-resolution Godunov-type TVD upwind scheme is employed and a second-order accuracy is achieved based on monotonic upstream schemes for conservation laws （MUSCL） variable extrapolation; a nonlinear limiter is applied to prevent unwanted spurious oscillation. A simple but efficient technique is adopted to deal with the moving shoreline boundary. The verification of the solution technique is carried out by comparing the model output with documented results and it shows that the solution technique is robust. 相似文献