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971.
Simulated Spatiotemporal Response of Ocean Heat Transport to Freshwater Enhancement in North Atlantic and Associated Mechanisms 下载免费PDF全文
The Atlantic Meridional Overturning Circulation(AMOC)transports a large amount of heat to northern high latitudes,playing an important role in the global climate change.Investigation of the freshwater perturbation in North Atlantic(NA)has become one of the hot topics in the recent years.In this study,the mechanism and pathway of meridional ocean heat transport(OHT)under the enhanced freshwater input to the northern high latitudes in the Atlantic are investigated by an ocean-sea ice-atmosphere coupled model.The results show that the anomalous OHT in the freshwater experiment(FW)is dominated by the meridional circulation kinetic and ocean thermal processes.In the FW,OHT drops down during the period of weakened AMOC while the upper tropical ocean turns warmer due to the retained NA warm currents.Conversely,OHT recovers as the AMOC recovers,and the mechanism can be generalized as:1)increased ocean heat content in the tropical Southern Ocean during the early integration provides the thermal condition for the recovery of OHT in NA;2)the OHT from the Southern Ocean enters the NA through the equator alongthe deep Ekman layer;3)in NA,the recovery of OHT appears mainly along the isopycnic layers of 24.70-25.77 below the mixing layer.It is then transported into the mixing layer from the "outcropping points"innorthern high latitudes,and finally released to the atmosphere by the ocean-atmosphere heat exchange. 相似文献
972.
2010年4月27日莱州湾大风过程诊断分析 总被引:4,自引:1,他引:3
利用NCEP资料对2010年4月27日莱州湾大风过程进行了诊断分析。结果表明,气旋的爆发性发展导致气旋冷锋后部的锋生加强引发的变压梯度加大是造成此次莱州湾地区大风过程的直接原因。通过大尺度环境场分析,以及温度平流、涡度平流、高空急流、高层位涡异常的诊断分析,认为强的大气斜压性和其所伴随的冷、暖平流使高空槽发展;高低层涡度平流差异是地面气旋发展初期的主要因子;高空槽前急流轴向极一侧的非地转分量所引起的辐散有助于气旋发展;高层高值位涡下传激发了气旋性环流,造成地面气旋爆发性发展。 相似文献
973.
In this paper, the seismic response reduction performance of magnetorheological (MR) damper is experimentally investigated for a suspension bridge. First, the force–displacement and force–velocity curves under a range of excitation frequencies, amplitudes and currents are obtained by mechanical behavior test of the RD1097 type MR damper. Then a new non-linear hysteretic model is proposed to model the mechanical behavior of the MR damper and the model parameters are identified from test data. An experimental method, as well as a set of testing setups with the MR damper for longitudinal seismic response reduction of a SDOF generalized system representing the fundamental longitudinal mode of suspension bridge, is developed. Finally, the seismic response reduction experiment subject to three kinds of earthquake excitations, including the Pingsheng Bridge earthquake wave, the El-Centro wave and the Taft wave, is carried out, and nine control cases, including uncontrolled, six passive control schemes with different input currents and two semi-active Bang–Bang control schemes, are tested. The results verify that the seismic response reduction experimental method is feasible and the good performance of seismic longitudinal response reduction of the suspension bridge can be achieved by MR damper. It is also shown that the passive control with optimum input current outperforms the semi-active Bang–Bang controls. 相似文献
974.
目的:探讨64排螺旋CT对症状性颈动脉狭窄的诊断价值。资料与方法:搜集2008年12月至2011年3月期间在河南省人民医院神经内科住院的128例缺血性脑血管病患者(实验组)和75例非缺血性脑血管病患者(对照组)影像学资料。所有患者均接受64排螺旋CT血管成像检查,评估双侧颈动脉(颈总动脉、颈内动脉)斑块类型以及狭窄程度。结果:实验组患者大多数均存在不同程度的颈动脉硬化斑块形成,实验组患者各段血管斑块类型以软斑为主,对照组患者硬斑数量明显高于软斑和混合斑;实验组患者颈动脉狭窄发生率(77.3%)明显高于对照组(33.3%),两者差异有统计学意义(P〈0.01)。实验组患者左颈内动脉狭窄最多见,共35例,其次分别为右颈内动脉、左颈总动脉和右颈总动脉,分别为31例、19例和14例。结论:64排螺旋CT不但能判定动脉内斑块数量和性质,而且可以评估血管狭窄程度及闭塞情况,在症状性颈动脉狭窄的诊断方面有着重要的应用价值。 相似文献
975.
Conflicting sorption coefficients for ortho‐phenylphenol (OPP) have been reported in the literatures, which resulted in the conflicting assessments on OPP mobility in soil. To ascertain the sorption coefficient of OPP, batch experiments were performed based on OECD guideline 106, using three types of soils. Headspace solid‐phase microextraction (HS‐SPME) and GC‐MS were applied to the determination of OPP concentration in the liquid phase. The sorption isotherms obtained for all three soils under equilibrium conditions were described well, assuming linear sorption. The organic carbon normalized distribution coefficients (Koc) ranged from 894 to 1703 L kg?1, which suggested that OPP is moderately mobile in soil. The results also showed that the Koc value of OPP can be predicted precisely from Kow, whereas it was underestimated by one order of magnitude when water solubility is used. 相似文献
976.
Masayuki Sakakibara Yuko Ohmori Nguyen Thi Hoang Ha Sakae Sano Koichiro Sera 《洁净——土壤、空气、水》2011,39(8):735-741
Phytoremediation is an environmental remediation technique that takes advantage of plant physiology and metabolism. The unique property of heavy metal hyperaccumulation by the macrophyte Eleocharis acicularis is of great significance in the phytoremediation of water and sediments contaminated by heavy metals at mine sites. In this study, a field cultivation experiment was performed to examine the applicability of E. acicularis to the remediation of water contaminated by heavy metals. The highest concentrations of heavy metals in the shoots of E. acicularis were 20 200 mg Cu/kg, 14 200 mg Zn/kg, 1740 mg As/kg, 894 mg Pb/kg, and 239 mg Cd/kg. The concentrations of Cu, Zn, As, Cd, and Pb in the shoots correlate with their concentrations in the soil in a log‐linear fashion. The bioconcentration factor for these elements decreases log‐linearly with increasing concentration in the soil. The results indicate the ability of E. acicularis to hyperaccumulate Cu, Zn, As, and Cd under natural conditions, making it a good candidate species for the phytoremediation of water contaminated by heavy metals. 相似文献
977.
978.
为监测岩土层含水量的变化,预警地质灾害,中国地质科学院探矿工艺研究所研制了HS-Ⅱ型自动监测仪.本文介绍监测仪的电容式水分传感技术、构成、原理和施工方法及其应用实验.监测仪对实验区进行的多点分层测试表明,该仪器监测数据可靠,工作正常,符合自动化和实时化的监测技术要求. 相似文献
979.
基于汶川大地震下,山体边坡发生大规模塌滑等地质灾害的现状,为了深入研究山体在强震动力作用下进入非线性状态并开裂破坏的力学机理,通过理论研究从拉张破裂的角度对山体崩塌机制进行分析,并给出拉张判据。用有限元开发程序对山体边坡在强震动力作用下拉张破坏进行数值模拟,并与振动平台相似材料实验下的监测结果对比分析。表明,强震荷载激励下,岩石第一主(拉)应力极易达到其抗拉强度,则岩体优先发生拉张破裂。在强震动力作用过程中,拉张破裂不断积累,即在松动区的松散程度和松散范围不断增大,形成山体塌滑趋势。揭示了山体边坡从连续介质状态开始崩塌破裂的发生机制,为后续进行复杂的山体破坏力学研究提供依据。 相似文献
980.