On the cool skin of the ocean

Previous data relating sea-surface temperature to heat flux across the air-sea interface were reanalyzed with a common formula for the wind-stress coefficient. An expression is proposed for the nondimensional thickness of the thermal sublayer: the expression increases with wind velocity at light winds and has a value of 7 when the wind velocity reaches 7 m s^–1.     

应力作用下层状砂岩电阻率的变化特征

本实验是在室温条件下对兰州河口砂岩进行了单轴加载,在与加载方向平行、垂直和成45°角的方向上观测了电阻率的变化特征。主要的实验结果是: (1)垂直层理加载时电阻率ρ_(?)(平行于加载方向)和ρ_(?)(垂直于加载方向)的变化分为三个阶段:上升—平稳—下降。(2)平行层理加载时电阻率ρ_(?)和ρ的变化表现出明显的各向异性。不论平行或是垂直层理加栽,在与层理面45°角的方向上的电阻率变化均较小。本文还对上述结果进行了定性解释。由于这种砂岩的放大因子较小(10—10~2),所以不适宜做地电台址。     

The medium-range variations of the summer monsoon circulation system over east asia

The Asian monsoon circulation system can be divided into two subsystems, i.e., the East Asian monsoon system(EA MS) and the Indian monsoon system (IMS). In this paper the main elements including the Indian monsoon trough, the South Asian high. the upper easterly jet etc. and the interactions between EAMS and IMS arc dealt with. The basic emphasis is put on the medium-range variations of the EAMS. Some significant results arc obtained.     

A statistical predicting scheme of the intensity of the sth over the western North Pacific

By performing error analysis of the information from the 48-hr forecasting charts of the 500-hPa fields by the B model over eastern Asia in the period of July to September 1982 and expansions of the height fields of westerlies and the subtropical zone by use of the Chebyshev polynomial and EOF, respectively, a scheme is developed for predicting the synchronous STH coefficient (i. e. time coefficient) in terms of the Chebyshev one, thus making possible statistical forecasting of the 500-hPa subtropical field within 48 hr. Tests with independent samples indicate that, to a certain extent, this scheme can be used in operational prediction as a reference.     

DISCONTINUOUS OSCILLATION IN THE ATMOSPHERIC CIRCULATION AND INDEX CYCLE

By using a low-order,two-layer baroclinic quasi-geostrophic model,a nonlinear system including the interaction between a thermal forced wave,a transient wave and zonal flow is studied. Under the conditions of near-resonance and weak baroclinic instability,the features of solution in phase space are discussed with the analytical methods of multiple scale and discontinuous oscillation.The results show that the dynamic coupling between forced wave and transient wave is responsible for the physical mechanism of the non-uniform index cycle of the atmospheric circulation.     

大地电磁视电阻率和阻抗相位资料的联合解释

本文叙述了大地电磁视电阻率和阻抗相位资料联合解释的原理与计算方法。通过具体算例的分析,表明该方法是正确有效的,而且在缩小多解性方面,要比单纯的视电阻率资料反演法或阻抗相位资料反演法优越     

震源区的断层构造与震源应力积累过程关系的实验研究

本实验研究了地壳内对压组合构造和对张组合构造中垂断层蠕滑,破裂错动时对主震断层(底断层)应力积累过程的影响,并结合实际地震活动中的一些现象进行了讨论。所得结论如下: 1.当垂断层蠕滑时,对压组合构造中垂直于底断层的压应力增大,它可以延迟主震发生但增大发震的能量;对张组合构造中垂直于底断层的压应力减小,剪应力略有增大,因而可以促使主震发生。2.如果垂断层某一部分为原来锁住的愈合断层或为完整介质,当其突然破裂错动时,可以使对张组合构造中的底断层的剪应力突然增大,同时压应力减小,因此前震序列中这类垂断层上的较大前震可看作底断层上主震即将来临的信号。3.由垂断层破裂前后单轴压力不变和位移不变的实验结果说明了地壳中主震断层应力集中的过程。4.底断层的主震破裂可以使处于引张状态的垂断层上余震发育甚至发生强余震。本文还应用实验结果对前震活动的条带现象进行了解释,这将有助于判定对压组合构造中主震的断层面。     

海面电磁波散射的数值仿真

本文采用数值仿真的方法,在双尺度海浪模型下,在计算机上进行了电磁波与海浪相互作用过程的数值实验。计算了VV和HH极化波散射系数与入射角度、风速、风向等海况参数间的关系,并将计算结果与美国海军研究实验室（NRL）的四频率雷达测试数据做了比较,我们的结果比N.W.Guinard and J.C.Daley计算结果有明显改进。     

矿化富集中心地质因素多元统计分析及应用

本文导出了通过控矿地质因素逻辑信息法的研究来建立矿化富集中心数学模型的公式,使矿化富集中心数学模型与控矿地质因素定量地联系起来。还给出了单个矿化富集中心趋势面分析的数学模型和矿床空间分布模型。在这基础上,以某锡-多金属成矿带中某远景区的研究为例说明怎样应用矿化富集中心地质因素多元统计分析（逻辑信息法、趋势面分析、逐步回归分析和聚类分析）进行矿床统计预测。     

Time domain procedure of FE-BE-IBE coupling for seismic interaction of arch dams and canyons

A procedure for three-dimensional (3-D) coupling of finite elements (FEs), boundary elements (BEs) and infinite boundary elements (IBEs) is presented for the numerical modelling of seismic interaction between arch dams and rock canyons. First, a system of coupling 3-D boundary and infinite boundary elements is developed for simulation of infinite and irregular canyons and for determination, in the frequency domain, of impedance functions on the dam-canyon interface. Secondly, the impedance functions for all degrees-of-freedom are transformed approximately into frequency independent discrete parameters by a curve fitting technique. Finally, these discrete parameters are combined with the dam structure which is discretized by finite elements, thus allowing the response of the arch dam-canyon system to be evaluated. The proposed procedure is efficient because it permits the seismic analysis of arch dam-canyon interaction by the substructure technique in the time domain. To demonstrate both the validity and efficiency of the present procedure, the response of an arch dam-canyon system is obtained under unit impulse acting on the dam-canyon interface as the free field input. Very good agreement is noted when comparing the frequency response determined from the time domain with that from the frequency domain under harmonic excitation applied on the interface of the dam-canyon.