Biweekly periodic variation of the Kuroshio axis northeast of Taiwan as revealed by ocean high-frequency radar     

Daisuke Takahashi  Xinyu Guo  Akihiko Morimoto  Shoichiro Kojima 《Continental Shelf Research》2009,29(15):1896-1907

An analysis of surface current data obtained from 2002 to 2005 using long-range high-frequency radar provides the first evidence for the presence of biweekly (11–14 day) periodic variations of the Kuroshio axis northeast of Taiwan. This analysis clarifies the spatiotemporal characteristics of these variations and reveals that cyclonic/anticyclonic eddies propagating along the shelf slope from the vicinity of the deep channel east of Taiwan induce these variations northeast of Taiwan. The behavior of the cyclonic/anticyclonic eddies on the shelf slope is well explained by 2nd-mode interior shelf waves advected by the Kuroshio's mean flow. Remote effects from the vicinity of the deep channel east of Taiwan, or from outside the East China Sea, are believed to play an important role in the generation of these biweekly periodic variations of the Kuroshio axis northeast of Taiwan. Moreover, on the shelf slope, these variations cause an onshore current across the shelf slope, suggesting topographically controlled upwelling. Therefore, the biweekly periodic variations of the Kuroshio axis northeast of Taiwan might contribute not only to the onshore transport of Kuroshio surface water but also to transport nutrient-rich Kuroshio subsurface water onto the shelf in the East China Sea.  相似文献   

Direct observations of sea-ice thickness and brine rejection off Sakhalin in the Sea of Okhotsk     

Yasushi Fukamachi  Kunio Shirasawa  Anatoliy M. Polomoshnov  Kay I. Ohshima  Ervin Kalinin  Sohey Nihashi  Humfrey Melling  Genta Mizuta  Masaaki Wakatsuchi 《Continental Shelf Research》2009,29(11-12):1541-1548

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Diurnal coastal-trapped waves on the eastern shelf of Sakhalin in the Sea of Okhotsk and their modification by sea ice     

Jun Ono  Kay I. Ohshima  Genta Mizuta  Yasushi Fukamachi  Masaaki Wakatsuchi 《Continental Shelf Research》2008

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达拉布特蛇绿岩带镁铁质岩的地球化学   总被引：3，自引：0，他引：3  

杨瑞瑛  唐红峰  刘丛强  高桥和也  增田彰正  魏龙 《矿物学报》2000,20(4):363-370

达拉布特蛇绿岩带的镁铁质岩属亚碱性和碱性系列,可能是弧后盆地火册活动的产物。根据镁铁质岩的层位关系、岩浆来源和微量元素特征,可将该盆地的地质演化概括为扩张阶段和封闭阶段。盆地扩张阶段早、中期喷发的镁铁质岩具有低的稀土和不相容元素丰度,而在盆地封闭阶段晚期喷发的碱性玄武岩,其特点是稀土和大多数不相容元素丰度极大增高,其稀土元素分布模式为轻稀土元素强烈富集型。  相似文献   

The Monsoon in the Arabian Sea: Implications From Radiolarian Fluxes to the Deep Sea     

Kozo Takahashi  et al 《地学前缘》2000,(Z1)

THE MONSOON IN THE ARABIAN SEA:IMPLICATIONS FROM RADIOLARIAN FLUXES TO THE DEEP SEA  相似文献   

Persistence and metallic composition of paint particles in sediments from a tidal inlet     

Takahashi CK  Turner A  Millward GE  Glegg GA 《Marine pollution bulletin》2012,64(1):133-137

Concentrations of Cu, Pb, Sn and Zn have been determined in sediment (<500 μm) and macroscopic paint particles (>500 μm) retrieved from sections of two cores collected from a tidal inlet of the Plym estuary, southwest England. Paint particles contributed up to about 0.2% of the total mass retrieved from each section and were most abundant towards the base of the cores where, according to (210)Pb dating, deposition took place about a decade prior to sampling. Metal concentrations in the paint particles pooled from the sections were highly variable, typically spanning two orders of magnitude in each core, and were greatest for Cu and Zn (up to 460,000 and 170,000 μg g(-1), respectively) due to their use in contemporary antifouling formulations applied to boat hulls. Concentrations of metals in the sediment were, however, relatively invariant, an effect attributed to the abundance and dispersion of microscopic paint particles throughout the cores.  相似文献   

Relaxation method for pounding action between adjacent buildings at expansion joint          下载免费PDF全文

Hideo Takabatake  Masaaki Yasui  Yoshihisa Nakagawa  Akiko Kishida 《地震工程与结构动力学》2014,43(9):1381-1400

Earthquake‐induced structural pounding frequently causes serious damage to buildings, particularly at the expansion joint (hereafter, EXPJ) between adjacent buildings. Because the EXPJ width in existing reinforced concrete buildings is usually very small, typically about 5 cm for school buildings in Japan, collision avoidance cannot be achieved by seismic retrofitting. This paper presents an experimental investigation into an effective method for reducing severe structural damage due to pounding at the EXPJ between narrowly separated buildings. The method involves inserting a shock‐absorbing material such as rubber into the EXPJ gap. The efficiency of the proposed method is evaluated by laboratory shaking tests using two model buildings. Furthermore, a lumped mass model is used to carry out a collision analysis in order to numerically investigate the influence of such a shock‐absorbing material. Both the numerical and experimental results confirm the effectiveness of the proposed approach. The validity of the proposed method is also demonstrated by numerical simulation of adjacent 10‐story steel buildings with an EXPJ width of 5 cm. The force, acceleration and velocity produced by earthquake‐induced structural pounding are found to be remarkably mitigated by inserting a soft shock‐absorbing material into the EXPJ gap. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Diffuse carbon dioxide emissions from hidden subsurface structures at Asama volcano,Japan     

Masaaki Morita  Toshiya Mori  Ryunosuke Kazahaya  Hiroshi Tsuji 《Bulletin of Volcanology》2016,78(3):17

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Forces acting on bridge abutments over liquefied ground     

Akihiro Takahashi  Hideki Sugita  Shunsuke Tanimoto 《Soil Dynamics and Earthquake Engineering》2010

Large earthquake-induced displacements of a bridge abutment can occur, when the bridge is built on a floodplain or reclaimed area, i.e., liquefiable ground, and crosses a water channel. Seismic responses of a bridge abutment on liquefiable ground are the consequence of complex interactions between the abutment and surrounding soils. Therefore identification of the factors dominating the abutment response is important for the development of simplified seismic design methods. This paper presents the results of dynamic three-dimensional finite element analyses of bridge abutments adjacent to a river dike, including the effect of liquefaction of the underlying ground using earthquake motions widely used in Japan. The analysis shows that conventional design methods may underestimate the permanent abutment displacements unless the following two items are considered: (1) softening of the soil beneath the liquefiable layer, due to cyclic shearing of the soil surrounding the piles, and (2) the forces acting on the side faces of the abutment.  相似文献   

Response of a summertime anticyclonic eddy to wind forcing in Funka Bay,Hokkaido, Japan     

Daisuke Takahashi  Hideo Miyake  Takeyasu Nakayama  Naoto Kobayashi  Kazuo Kido  Yoshinori Nishida 《Continental Shelf Research》2010

Flow fluctuations inside an anticyclonic eddy in summertime Funka Bay were examined using three moorings and hydrographic data. The flow pattern above a sharp pycnocline with a concave isopycnal structure during the mooring period was characterized by high mean kinetic energy and relatively low eddy kinetic energy. The ratios of eddy to mean kinetic energy were equal to or less than one, and the mean flow field and isopycnal structure indicated the existence of a stable anticyclonic eddy above the sharp pycnocline under approximate geostrophic balance. Larger flow fluctuations with periods longer than 7 days were dominant inside the eddy. The low-frequency flow fluctuations are accompanied by north to northeastward movement of the eddy with deepening of the pycnocline and spin-up of the anticyclonic circulation. The wind field over Funka Bay is characterized by bay-scale wind fluctuations. The bay-scale winds are greatly influenced by the land topography around Funka Bay, resulting in non-uniform structure with significant wind stress curl. The bay-scale wind fluctuations are termed “locally modified wind” in the present study. The locally modified wind has a negative (positive) wind stress curl in the central–northeastern (southwestern) region of Funka Bay. The north to northeastward movement of the eddy is caused by horizontal non-uniform supply of vorticity from the locally modified wind forcing by the Ekman pumping process. Through this process, the anticyclonic circulation is enhanced (weakened) in the central–northeastern (southwestern) part of the eddy, resulting in the eddy moving north to northeastward with the pycnocline deepening and spin-up of the anticyclonic circulation. The locally modified wind forcing induces low-frequency flow fluctuations through the movement of the eddy in summertime Funka Bay.  相似文献