Interannual variability of mixed layer depth and heat storage of upper layer in the tropical Pacific Ocean

By using the upper layer data(downloaded from the web of the Scripps Institution of Oceanography ),the interannual variability of the heat storage of upper layer(from surface to 400 m depth) and the mixed layer depth in the tropical Pacific Ocean are investigated. The abnormal signal of the warm event comes from the central and west Pacific Ocean, whereas it is regarded that the abnormal signal of the warm event comes from the east Pacific Ocean in the popular viewpoint. From the viewpoint on the evolution of the interannual variability of the mixed layer depth and the heat storage of the whole upper layer, the difference between the two types of E1Nino is so small that it can be neglected. During these two E1Nino/La Nina events( 1972/1973 and 1997/1998), other than the case of the heat storage or for the mixed layer depth, the abnormal signal propagates from the central and west Pacific Ocean to the east usually by the path along the equator whereas the abnormal signal propagates from the east to the west by the path northern to the equator. For the interannual variability, the evolution of the mixed layer depth corresponds to that of the heat storage in the upper layer very well. This is quite different from the evolution of seasonality.     

巢湖对冬季陆面辐射和热量过程的影响

从物理气候学的观点出发,分析了湖泊对水体和陆地辐射平衡和热量平衡各分量的影响。以巢湖地区冬季观测资料为例,揭示了在晴稳天气湖陆风环流对陆面显热输送的影响,以及在冷平流天气,湖泊对上下风方陆面显热输送的影响。     

脆塑性转化带Carrara大理岩断层稳定性的实验研究

为探究脆塑性转化带断层的力学性质和滑动稳定性,本文采用干燥的Carrara大理岩预切断层(saw-cut)样品,在气体介质三轴高温岩石力学实验仪上开展了摩擦实验研究,实验温度70～400℃,围压30～100 MPa,位移速率在0.08μm·s^-1, 0.4μm·s^-1, 2μm·s^-1之间切换.实验力学数据揭示,不同围压下Carrara大理岩断层摩擦系数随温度变化规律不同：低围压(30 MPa)下,摩擦系数随温度升高先增大后减小,中高围压(≥70 MPa)下摩擦系数则表现为随温度先减小后增大.断层摩擦滑动行为在100～300℃的范围内表现出由稳定的速度强化转化为不稳定的速度弱化,且在400℃左右重新转变为稳定的速度强化.实验后断层滑动面形貌和微观结构分析表明,稳定滑动断层面为高反射镜面,擦痕清晰;黏滑断层面为有光泽的凹凸不平的表面;最高围压下蠕滑的断层面粗糙无光泽,擦痕不可辨别.本文认为受温度激活的塑性变形过程逐步主导了岩石变形,对断层激活发生不稳定滑动至关重要,而高围压则会抑制断层的不稳定滑动.本研究结果不仅为识别野外...     

Contribution of Oceanic Circulation to the Poleward Heat Flux

Oceanic contribution to the poleward heat flux in the climate system includes two components： the sensible heat flux and the latent heat flux. Although the latent heat flux has been classified as atmospheric heat flux exclusively, it is argued that oceanic control over this component of poleward heat flux should play a critically important role. The so-called swamp ocean model practice is analyzed in detail, and the critical role of oceanic circulation in the establishment of the meridional moisture transport is emphasized.     

西藏日喀则市查孜地热田水化学及同位素特征研究

查孜地热田位于青藏高原西南部。通过野外地质调查及地热钻孔揭露,发现该地热田具有较好的地热资源开发潜力。对该地热田地下热水的水文地球化学及同位素特征开展研究,发现地下热水为HCO₃-Na型; 热水与冷水的离子浓度存在差异,显示二者具有不同的物质来源,但又具有一定的水力联系。热水中的δD和δ¹⁸O同位素特征表明: 该地热田地下热水的主要补给来源为大气降水和冰雪融水,补给海拔为5 652 m以上; 大气降水和冰雪融水下渗并与沿断裂破碎带向上运移的地热流体混合后形成地下热水。断裂破碎带不仅是温泉的主要通道,也是地热流体的储集场所,地热田热水在地下运移滞留至少41 a。据SiO₂地热温标估算得出,该区地下热储温度为148.18 ~153.49 ℃,天然放热量为2 264.33×10¹² J/a。     

东北地区大豆冷害指标构建及变化特征

冷害是东北地区大豆减产的主要原因之一,冷害指标是冷害监测预警的重要依据.以东北地区大豆为研究对象,基于1971-2020年气象站点逐日平均气温数据、1992-2020年农业气象站大豆发育期数据和历史灾情数据,以热量指数为冷害指标,构建大豆灾害样本序列,利用Kolmogorov-Smirnov(K-S)分布拟合检验获得冷...     

Principle of Cross Coupling Between Vertical Heat Turbulent Transport and Vertical Velocity and Determination of Cross Coupling Coefficient

It has been proved that there exists a cross coupling between vertical heat turbulent transport and vertical velocity by using linear thermodynamics. This result asserts that the vertical component of heat turbulent transport flux is composed of both the transport of the vertical potential temperature gradient and the coupling transport of the vertical velocity. In this paper, the coupling effect of vertical velocity on vertical heat turbulent transportation is validated by using observed data from the atmospheric boundary layer to determine cross coupling coefficients, and a series of significant properties of turbulent transportation are opened out. These properties indicate that the cross coupling coefficient is a logarithm function of the dimensionless vertical velocity and dimensionless height, and is not only related to the friction velocity u*, but also to the coupling roughness height zW0 and the coupling temperature TW0 of the vertical velocity. In addition, the function relations suggest that only when the vertical velocity magnitude conforms to the limitation |W/u*|≠1, and is above the level zW0, then the vertical velocity leads to the cross coupling effect on the vertical heat turbulent transport flux. The cross coupling theory and experimental results provide a challenge to the traditional turbulent K closure theory and the Monin-Obukhov similarity theory.     

夜间稳定边界层中小尺度地形激发的形式阻力和波动阻力

通过求解含有摩擦耗散的线性化大气动力学方程组,得到了在夜间稳定大气边界层中小尺度地形产生的波动阻力和形式阻力的解析解.结果表明边界层中的稳定度、风速和湍流状态、边界层厚度、上部残余层中的稳定度和风速以及地形高度和坡度,都会影响波动阻力和形式阻力的大小,应在数值模式的参数化方案中给予考虑.分析还表明,当地形坡度减到一定程度时,形式阻力可以忽略不计.     

FVD与FPB在大跨长联减隔震体系梁桥中的联合作用机理研究

为验证液体黏滞阻尼器(FVD)与摩擦摆支座(FPB)组合在大跨长联减隔震体系梁桥中的应用效果,以一联(50+8×100+50) m预应力混凝土连续梁桥为工程背景,建立全桥有限元模型,通过输入场地地震安评报告提供的50年超越概率为2%的三条人工模拟地震波,开展单独及组合使用液体黏滞阻尼器和摩擦摆支座的大跨长联梁桥减隔震研究,从能量耗散的角度揭示液体黏滞阻尼器与摩擦摆支座组合在大跨长联减隔震体系梁桥中的联合作用机理。结果表明,大跨长联梁桥仅使用黏滞阻尼器,其长周期特性激发黏滞阻尼器充分发挥耗能,但无法避免对固定墩的地震损伤;仅使用摩擦摆支座隔震在纵(横)向强震下会引起支座位移超限;摩擦摆支座与黏滞阻尼器组合的减震机理为摩擦摆支座提供墩梁间的弱连接,激发墩梁间的相对速度,促进黏滞阻尼器(速度型)充分发挥阻尼耗能作用。另外,组合减震方案中摩擦摆支座为辅助耗能装置,黏滞阻尼器为主要耗能装置,且主控梁体位移;相比仅使用摩擦摆支座隔震,由于黏滞阻尼器激发的阻尼力增强了墩梁间约束,这种组合减隔震可能使结构输入能量增加,从而导致地震反应加剧。