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161.
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163.
东海陆架北部泥质区沉积动力过程的季节性变化 总被引:4,自引:0,他引:4
利用东海陆架北部泥质区(济州岛西南)及其周围不同季节5个航次的悬浮体资料和相应的底质粒度资料,对该泥质区沉积动力过程的季节性变化规律进行了分析。结果表明:东海陆架北部悬浮体的高含量区并不与该区的沉积中心(泥质区)相吻合,泥质区的形成需有物源的充沛供应和涡旋的动力效应相结合。泥质区沉积作用时空变化具有强烈的季节性。冬季泥质区悬浮体供应充足,涡旋中心向泥质区东南扩展,是本区接受悬浮体沉积的关键季节。夏、秋二季泥质区的大部分区域缺少悬浮体物源,涡旋中心向北退缩,致使泥质区沉积作用强度降低,并且主要影响泥质区的西北区域。春季泥质区沉积作用强度和影响范围大于夏、秋两季,但小于冬季。 相似文献
164.
青海湖水量平衡及水位变化预测 总被引:17,自引:5,他引:12
青海湖是我国最大的内陆湖泊,流域面积29661km~(2),水面高程超过3000m,受人为活动影响相对较少,基本上还处于半自然状态。水量平衡计算结果表明,有观测资料的近30年来,青海湖处于负平蘅状态,水位下降了2.96m,平均每年下降10.2cm。如果未来湖区的气候大体保持过去的情况,水位将再下降5.8m,经过57年才能平衡。如果考虑“温室效应”所引起的西北地区未来气候变化,水位亦将下降,每年平均下降10.1cm。 相似文献
165.
鄱阳湖湿地土壤中Fe、Mn的迁移特征及其与水位周期变动的关系 总被引:3,自引:0,他引:3
对鄱阳湖地区蚌湖水下沉积物、滩地草甸土柱状样品不同深度土壤的酸度、氧化还原电位进行了现场测定;对剖面各层次的Fe、Mn总量,还原性Fe、Mn含量,以及有机质等进行了分析。实验表明:鄱阳湖湿地土壤中Fe、Mn有其独特的分布规律和迁移特征。元素Fe仅在水土界面轻微富集,Mn则向界面和深层双向富集;还原性Fe、Mn受氧化还原边界层的控制呈垂向分布。另外,元素Fe、Mn的水平迁移与水位变动相关,退水时Fe 相似文献
166.
The earthquake stress-drop values of two sequences were accurately calculated after taking away the effects due to regional earthquake anelastic attenuation and station site response, using waveform data and seismic phase data of sequences of the Jinggu MS6.6, and Ludian MS6.5 earthquakes in Yunnan. These results show that the stress drop with magnitude increases within the scope of this study of magnitude. After eliminating the influence of the magnitude, the average value of stress-drop in the Jinggu sequence is higher than that of the Ludian sequence at the same magnitude range. This may be related to the stress state in different regions. In terms of the changes of time and space of stress-drop, before MS5.8 strong aftershock, the stress-drop is "slowing down-turning up-keeping a high value" after the mainshock, meanwhile, almost all of the abnormally high stress drop value is distributed around the MS5.8 strong aftershock, showing that the stress environment in the region was increasing after the mainshock. And after the MS5.9 strong aftershock, stress-drop rapidly declines to a relatively stable state, meanwhile, the high value of stress-drop is distributed around the strong aftershock, showing that the regional tectonic stress gets more fully release, its stress environment begins to rapidly decrease. For the Ludian sequence without a strong aftershock occurring, the average value of stress drop is lower than that of the Jinggu earthquake sequence at the same magnitude range, while at the same time, the stress-drop of the aftershock sequence almost hasn''t changed much. In the time after the mainshock, combined with the release characteristics of the main energy, the stress in the region is excessively released, the subsequent stress in the region gradually returns to normal. This may be the reason why the activity of Ludian aftershocks significantly was weaker and subsequently there were no strong aftershocks occurred. 相似文献
167.
为了研究P波斜入射对沉管隧道地震响应的影响,以港珠澳大桥沉管隧道为工程背景,考虑上覆海水与海床、沉管隧道之间耦合作用,采用粘弹性边界和等效力的地震荷载输入方式,利用ADINA软件建立三维有限元模型进行地震响应分析。分析入射角为0°、20°、40°、50°、60°时P波对沉管隧道环向应力峰值(正应力峰值、剪应力峰值)和位移峰值的影响,结果表明:入射角为40°时,沉管隧道应力峰值最大;入射角为0°—40°时,隧道的应力峰值逐渐增大,入射角为40°—60°时,隧道的应力峰值逐渐减小;隧道截面4个转角处及隔墙与顶板、底板的连接处为隧道剪应力峰值最大处;隧道截面左侧剪应力峰值远大于右侧;隧道顶板正应力峰值最大,顶板的正应力峰值大约为底板的2倍;隧道截面左侧位移峰值远大于隧道截面右侧。 相似文献
168.
Shanli Mou Gang Li Hongmei Li Fazhong Li Zhisheng Shao Jinsong Li Changfeng Qu Yongyu Zhang 《中国科学:地球科学(英文版)》2018,61(10):1397-1405
We studied the effects of expected end-of-the-century pCO2 (1000 ppm) on the photosynthetic performance of a coastal marine cyanobacterium Synechococcus sp. PCC7002 during the lag, exponential, and stationary growth phases. Elevated pCO2 significantly stimulated growth, and enhanced the maximum cell density during the stationary phase. Under ambient pCO2 conditions, the lag phase lasted for 6 days, while elevated pCO2 shortened the lag phase to two days and extended the exponential phase by four days. The elevated pCO2 increased photosynthesis levels during the lag and exponential phases, but reduced them during the stationary phase. Moreover, the elevated pCO2 reduced the saturated growth light (Ik) and increased the light utilization efficiency (α) during the exponential and stationary phases, and elevated the phycobilisome:chlorophyll a (Chl a) ratio. Furthermore, the elevated pCO2 reduced the particulate organic carbon (POC):Chl a and particulate organic nitrogen (PON):Chl a ratios during the lag and stationary phases, but enhanced them during the exponential phase. Overall, Synechococcus showed differential physiological responses to elevated pCO2 during different growth phases, thus providing insight into previous studies that focused on only the exponential phase, which may have biased the results relative to the effects of elevated pCO2 in ecology or aquaculture. 相似文献
169.
Alberto Bosino Paolo Giordani Geraldine Quénéhervé Michael Maerker 《地球表面变化过程与地形》2020,45(12):3025-3041
Soil erosion is one of the most important environmental problems distributed worldwide. In the last decades, numerous studies have been published on the assessment of soil erosion and the related processes and forms using empirical, conceptual and physically based models. For the prediction of the spatial distribution, more and more sophisticated stochastic modelling approaches have been proposed – especially on smaller spatial scales such as river basins. In this work, we apply a maximum entropy model (MaxEnt) to evaluate badlands (calanchi) and rill–interrill (sheet erosion) areas in the Oltrepo Pavese (Northern Apennines, Italy). The aim of the work is to assess the important environmental predictors that influence calanchi and rill–interrill erosion at the regional scale. We used 13 topographic parameters derived from a 12 m digital elevation model (TanDEM-X) and data on the lithology and land use. Additional information about the vegetation is introduced through the normalized difference vegetation index based on remotely sensed data (ASTER images). The results are presented in the form of susceptibility maps showing the spatial distribution of the occurrence probability for calanchi and rill–interrill erosion. For the validation of the MaxEnt model results, a support vector machine approach was applied. The models show reliable results and highlight several locations of the study area that are potentially prone to future soil erosion. Thus, coping and mitigation strategies may be developed to prevent or fight the soil erosion phenomenon under consideration. © 2020 John Wiley & Sons, Ltd. 相似文献
170.
It is widely accepted that ductility design improves the seismic capacity of structures worldwide. Nevertheless, inelastic deformation allows serious damage to occur in structures. Previous studies have shown that a certain level of postyield stiffness may reduce both the peak displacement and residual deformation of a structure. In recent years, several high-strength elastic materials, such as fiber-reinforced polymer (FRP) and high-strength steel bars, have been developed. Application of these materials can easily provide a structure with a much higher and more stable postyield stiffness. Many materials, members, and structures that incorporate both high-strength elastic materials and conventional materials show significant postyield hardening (PYH) behaviors. The significant postyield stiffness of PYH structures can help effectively reduce both peak and residual deformations, providing a choice when designing resilient structures. However, the findings of previous studies of structures with elastic-perfectly plastic (EPP) behavior or small postyield stiffness may not be accurate for PYH structures. The postyield stiffness of a structure must be considered an important primary structural parameter, in addition to initial stiffness, yielding strength, and ductility. In this paper, extensive time history and statistical analyses are carried out for PYH single–degree-of-freedom (SDOF) systems. The mean values and coefficients of variation of the peak displacement and residual deformation are obtained and discussed. A new R-μp-T-α relationship and damage index for PYH structures are proposed. A theoretical model for the calculation of residual deformation is also established. These models provide a basis for developing the appropriate seismic design and performance evaluation procedures for PYH structures. 相似文献