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381.
Stability analysis of the dam is important for disaster prevention and reduction. The dam's geometry plays an important role in understanding its stability. This study develops a rapid landslide dam geometry assessment method for both earthquake-induced and rainfall-induced landslide dams based on nine real cases collected in Chinese Taipei and 214 cases collected worldwide. For simplification purposes, a landslide dam is classified into triangular or trapezoidal. The rapid landslide dam geometry assessment method in this paper uses only satellite maps and the topographic maps to get landslide area, and then analyze the dam geometry. These maps are used to evaluate the area of the landslide and the slope of the river bed. Based on the evaluation information, the proposed method can calculate dam height, the length of the dam, and the angles of the dam in both upstream and downstream directions. These geometry parameters of a landslide dam provide important information for further dam stability analysis. The proposed methodology is applied to a real landslide dam case at Hsiaolin Village. The result shows that the proposed method can be used to assess the landslide dam geometry. 相似文献
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This work examines ERS-1 (the first European Remote Sensing Satellite) SAR (Synthetic Aperture Radar) water surface wave images over Hualien of Taiwan, indicating that the variation of SAR signals in space domain is similar to in situ wave data's in time domain. Some statistical properties of SAR data are investigated. The Rayleigh distribution function closely corresponds with the histogram of wave heights, but the Gaussian one cannot for water surface displacements. Evidence reveals that SAR wave signals do not respond well to actual ocean waves effectively. As wave spectral analysis of available SAR data reveals, the appropriate sample size of SAR wave image, sampling average, and moving average should be taken carefully to accurately confirm directional power spectra. Moreover, SAR spectra are compared with in situ ones, confirming that peak frequencies correlate well and wave directions approximately agree with each other. Some differences between both spectral shapes remain somewhat unclear and require further study. Nevertheless, in this study, ERS-1 SAR power spectra verified the feasibility of deriving an appropriate dominant wave direction and peak frequency. 相似文献
385.
Nan Wan is a 20 km wide tidally-dominated embayment situated between two headlands on the south coast of Taiwan. During spring tides, sudden sea-surface temperature drops occur twice each tidal cycle in the western and central regions of the bay, but only once in the eastern region. Shipboard ADCP surveys, moored measurements and numerical modelling results demonstrate that the headlands on either side of the bay generate strong tidally-induced eddies within the bay on each phase of the tide. The geometry of the region leads to considerable difference in size between the flood and ebb eddies. The flood eddy fills the entire basin, while the ebb eddy fills the western and central region only. The strong (relative vorticity ≈10–16 f) cyclostrophic eddies are only weakly affected by Earth's rotation, and thus upwelling occurs within each eddy, causing two temperature drops per tidal cycle in the western and central region, while only one drop in the eastern region. 相似文献
386.
Electromagnetic holographic data are characterized by two modes, suggesting that image reconstruction requires a dual-mode sensitivity field as well. We analyze an electromagnetic holographic field based on tomography theory and Radon inverse transform to derive the expression of the electromagnetic holographic sensitivity field (EMHSF). Then, we apply the EMHSF calculated by using finite-element methods to flow simulations and holographic imaging. The results suggest that the EMHSF based on the partial derivative of radius of the complex electric potential φ is closely linked to the Radon inverse transform and encompasses the sensitivities of the amplitude and phase data. The flow images obtained with inversion using EMHSF better agree with the actual flow patterns. The EMHSF overcomes the limitations of traditional single-mode sensitivity fields. 相似文献
387.
A new smooth hysteretic model for ductile flexural‐dominated reinforced concrete bridge columns 下载免费PDF全文
A new smooth hysteretic model is proposed for ductile, flexural‐dominated reinforced concrete bridge columns. Four columns designed per modern seismic codes were tested using monotonically increasing and variable‐amplitude cyclic loading protocols and ground motion loading to develop the model. Based on the test results, hysteretic rules for damage accumulation and path dependence of reloading were constructed. For damage accumulation, unloading stiffness degradation is correlated with the maximum displacement and hysteretic energy dissipation, while reloading stiffness degradation is set equal to the unloading stiffness degradation. Pinching severity is related to the residual displacement in the direction opposite to the loading direction. Strength deterioration is correlated with the damage index and does not occur until the damage index reaches a threshold, after which the deterioration is proportional to the increase of the damage index. For path dependence of reloading, reloading paths are classified into primary paths and associate paths. The primary paths are those that start from a residual displacement that is equal to or larger than the previous maximum one. The associate paths are those that do not belong to primary paths and tend to be directed towards certain points. Reloading without load reversal is assumed to be linear. Comparison with the results of pseudo‐dynamic tests using three consecutive ground motions showed that the proposed model closely matched the test results. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
388.
A collection of ground‐motion recordings (1070 acceleration records) of moderate (5.1⩽ML⩽6.5) earthquakes obtained during the execution of the Taiwan Strong Motion Instrumentation Program (TSMIP) since 1991 was used to study source scaling model and attenuation relations for a wide range of earthquake magnitudes and distances and to verify the models developed recently for the Taiwan region. The results of the analysis reveal that the acceleration spectra of the most significant part of the records, starting from S‐wave arrival, can be modelled accurately using the Brune's ω‐squared source model with magnitude‐dependent stress parameter Δσ, that should be determined using the recently proposed regional relationships between magnitude (ML) and seismic moment (M0) and between M0 and Δσ. The anelastic attenuation Q of spectral amplitudes with distance may be described as Q=225 ƒ1.1 both for deep (depth more than 35 km) and shallow earthquakes. The source scaling and attenuation models allow a satisfactory prediction of the peak ground acceleration for magnitudes 5.1⩽M⩽6.5 and distances up to about 200 km in the Taiwan region, and may be useful for seismic hazard assessment. Copyright © 2000 John Wiley & Sons, Ltd. 相似文献
389.
为探究菲律宾蛤仔(Ruditapes philippinarum)筏式养殖模式可行性,在我国黄海北部首次开展了菲律宾蛤仔"斑马蛤2号"新品种的筏式与底播养殖模式对比试验。采用平均壳长为2.37 cm,平均全湿重为2.99 g规格的"斑马蛤2号"苗种为试验材料,对两种养殖方式的"斑马蛤2号"生长、存活、营养成分进行比较分析,结果表明,筏式养殖"斑马蛤2号"夏季(4-7月)壳长、壳宽、壳高、全湿重、软体重的相对生长速率分别比底播养殖"斑马蛤2号"快149.54%、100.61%、116.30%、152.25%、132.58%(P<0.05)。筏式养殖"斑马蛤2号"存活率为90%以上,显著高于底播养殖(P<0.05)。两种养殖方式的"斑马蛤2号"水分、灰分、粗蛋白、糖原、脂肪酸等营养成分季节变化规律基本一致。筏式养殖"斑马蛤2号"冬季糖原、单不饱和脂肪酸含量明显高于底播养殖"斑马蛤2号"(P<0.05)。研究表明,当年10月采用多层聚乙烯网笼按密度为150-200粒/层放养菲律宾蛤仔"斑马蛤2号"大规格苗种(平均壳长为2.37 cm,平均全湿重为2.99 g),可于翌年的4月、7月、10月收获平均壳长为3.03、3.36、3.51 cm的市场规格产品。筏式养殖模式具有存活率高的优点。"斑马蛤2号"筏式养殖模式试验的成功为蛤仔健康养殖提供了新途径。 相似文献