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1.
Yushan is the most famous location for snow in Taiwan,while snowfall in the subtropical zone is rare.When it is snowing in Yushan,people are experiencing unusually cold and wet weather elsewhere in Taiwan.In this study,Yushan snowfall activity from 1979 to 2009 and the related atmosphere circulation were examined with the Taiwan Central Weather Bureau’s Yushan weather station observations and the National Centers for Environmental Prediction/Department of Energy(NCEP/DOE) reanalysis atmospheric data.To provide a quantitative measure of snowfall events,a snowfall activity index(SAI) was defined in this study.The time series of yearly SAIs shows that Yushan snowfall activity for an active year,such as 1983(SAI =39 153) was ～118 times larger than for an inactive year,such as 1999(SAI=331).Our analyses show that snowfall activity is closely related to the position of the East Asian Trough(EAT) and the strength of the West Pacific High(WPH).In active years,when the EAT shifted eastward and the strength of WPH increased,an anomalous anticyclone occurred in the West Pacific.This anticyclone introduced anomalous southwesterly flows along the southeastern cost of mainland China and over Taiwan,resulting in a wetter-than-normal atmosphere that favored snowfall.Alternatively,in inactive years,a drierthan-normal atmosphere resulted in sluggish snowfall seasons. 相似文献
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In this study, we investigated wave transformation and wave set-up between a submerged permeable breakwater and a seawall. Modified time-dependent mild-slope equations, which involve parameters of the porous medium, were used to calculate the wave height transformation and the mean water level change around a submerged breakwater. The numerical solution is verified with experimental data. The simulated results show that modulations of the wave profile and wave set-up are clearly observed between the submerged breakwater and the seawall. In contrast to cases without a seawall, the node or pseudo-node of wave height evolution can be found between the submerged breakwater and the seawall. Higher wave set-up occurs if the nodal or pseudo-nodal point appears near the submerged breakwater. We also examined the influence of the porosity and friction factor of the submerged permeable breakwater on wave transformation and set-up. 相似文献
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Variability in rainfall threshold for debris flow after the Chi-Chi earthquake in central Taiwan, China 总被引：6，自引：0，他引：6
The purpose of this study is to analyze variability in rainfall threshold for debris flow （critical rainfall for debris flow triggering） after the ML 7.3 Chi-Chi earthquake in central Taiwan in 1999. Two study sites with different geological conditions were surveyed in the earthquake area. Streambed surveys were conducted to continuously monitor debris flows between 1999 and 2006. During the 7-year study period, every debris flow event was identified, and the streambed characterized. Results show that the rainfall threshold for debris flow was remarkably lower just after the Chi-Chi Earthquake, but gradually recovered. To date, this rainfall threshold is still lower than the original level prior to the earthquake. This variability in rainfall threshold is closely related to the mount of sediment material in the initiation area of debris flow, which increased rapidly due to landslides resulting from the earthquake. With the increase in sediment material, the rainfall threshold was lowered severely during the first year following the Chi-Chi earthquake. However, heavy rainfalls mobilized the sediment material, causing debris flows and transporting sediment downstream. With the decrease in sediment material, the rainfall threshold recovered gradually over time. Furthermore, debris flows occurred only in the subbasins that had sufficient sediment material to cause significant movement. Hence, these results confirm that the sediment material in the initiation area of debris flow is a crucial component of the rainfall threshold for debris flow. 相似文献
4.
韧性剪切带的变形变质与同构造熔融作用——以中祁连地块宝库河韧性走滑剪切带为例 总被引：5，自引：0，他引：5
宝库河韧性剪切带是发育在中祁连地块北缘上的一条向北陡倾,走向近东西,宽约6 km的右行平移型韧性剪切带.剪切带内岩石原岩为泥质岩、基性岩和花岗岩,变质程度达角闪岩相,变形变质温度在685～763±46℃之间,压力在0.62～0.83±0.13 GPa范围内.其内长英质条带非常发育,规模变化较大,分布局部相对集中且受剪切带控制,走向与剪切带一致,平行于叶理,孤立无根,并在后期递进变形过程中发生不同程度的糜棱岩化、布丁化和褶皱,主要成分为长石和石英,明显不同于韧性剪切前或后侵入的花岗岩脉或岩体.长英质条带特征、REE配分模式及剪切带内岩石的变形变质温度说明剪切带内发育的长英质条带与基体是同源的,是在剪切应变过程中剪切热使围岩内部分物质发生动态熔融形成的,是同构造熔融作用的产物. 相似文献
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TSAI Chinglang WEI Kunghua WANG Chenshu Department of Earth Sciences National Cheng Kung University Tainan Taiwan China 《《地质学报》英文版》2002,76(1):31-43
The basement of the central Qilian fold belt exposed along the Minhe-Ledu highway consists of psammitic schists, metabasitic rocks, and crystalline limestone. Migmatitic rocks occur sporadically among psammitic schist and metabasitic rocks. The mineral assemblage of psammitic schist is muscovite + biotite + feldspar + quartz ± tourmaline ± titanite ± sillimanite and that of metabasitic rocks is amphibole + plagioclase + biotite ± apatite ± magnetite ± pyroxene ± garnet ± quartz. The migmatitic rock consists of leucosome and restite of various volume proportions; the former consists of muscovite + alkaline feldspar + quartz ± garnet ± plagioclase while the latter is either fragments of psammitic schist or those of metabasitic rock. The crystalline limestone consists of calcite that has been partly replaced by olivine. The olivine was subsequently altered to serpentine. Weak deformations as indicated by cleavages and fractures were imposed prominently on the psammitic schists, occasionally on me 相似文献
7.
Hydrogeochemical analysis for Tasuj plain aquifer, Iran 总被引：1，自引：0，他引：1
ATA ALLAH NADIRI ASGHAR ASGHARI MOGHADDAM FRANK T-C TSAI ELHAM FIJANI 《Journal of Earth System Science》2013,122(4):1091-1105
8.
Wen-Yi CHANG Jihn-Sung LAI Teng-Yi YU Franco LIN Lung-Cheng LEE Whey-Fone TSAI Chin-Hsiung LOH 《国际泥沙研究》2014,29(2):269-277
A scour monitoring system with a micro camera tracking the bed-level images is proposed in this study.Two image recognition algorithms have been developed to support the bed-level image tracking approach.Through the laboratory experiments of pier scour,this study demonstrates that the proposed system is able to accurately monitor the scour-depth evolution in real time.In addition,five commonly-used temporal scour models are employed to simulate scour-depth evolution and their results are compared with monitoring data.In general,the results indicate that the proposed scour monitoring system has the potential for further applications in the field. 相似文献
9.
Estimating sediment deposition volume in a reservoir using the physiographic soil erosion-deposition model 总被引：1，自引：0，他引：1
A traditional way to estimate the amount of sediment deposition in a reservoir is simply based on the variation in the elevation measurements made at different times.In the present study,a physiographic soil erosion-deposition(PSED) model is applied to.Tseng-Wen reservoir watershed to compute the discharge and sediment concentration into the reservoir,and the deposition volume.The PSED model is verified using three storm events and then compared to the historic data recorded at the hydrological stations in the reservoir watershed,which shows close agreement between the simulated and recorded values of the flow discharge into the reservoir and the corresponding sediment yield. The numerical simulation was also conducted for all rainfall events from 1996 to 2001 to estimate the annual sediment deposition volume in the reservoir.Similarly,the simulated result was compared to that obtained from the cross-section elevation measurement.It is found that some measured data points had large uncertainty or were questionable.On the contrary,the model results and the measured data that renders the model credible.Therefore,regardless of the estimation for the flow discharge into the reservoir induced by a single rainfall event,the sediment yield,or the sediment deposition,the PSED model has successfully demonstrated its ability. 相似文献
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台湾有将近80%的人口居住于城市地区,使得供水系统负荷增加、脆弱度提升,而城市化也导致径流量增加使得洪灾风险提高。拟整合供水、灾备用水和雨洪消减,并对雨洪滞蓄系统进行雨洪利用策略及容量分析研究。以台湾新北市秀峰国小为基地,规划雨水储留供水系统、渗透侧沟系统、生态池系统串联的雨洪滞蓄系统,建立多目标替代方案进行分析评估。采用绿色建筑设计方法结合合理化公式进行降雨径流演算。结果表明,在各替代方案下,系统需设置容量55~185m3,径流量削减率为26.5%~100%、洪峰削减率为15%~100%、供水率为5%~7.5%、灾备用水天数则从3d提升至19d。所提出的规划方法可以较小的设置容量达到雨洪滞蓄多目标利用效果。 相似文献