川青藏地区的地震活动及震源特征

在分析区域地震活动和构造环境及利用ＧＤＳＮ的宽频带波形资料分析震源破裂特征的基础上,结合余震资料,讨论了１９８８～１９９０年发生在四川和青海的９次强震的震源破裂和余震分布特征,分析了四川、青海、西藏相邻区域内的地震能量迁移,并用单键群分析方法对１９７０年以来的地震活动总体图象进行了研究。结果表明,这些地震的震源性质与构造应力环境相符,但青海地震的震源都具有较大的逆掩分量,与过去的走滑震源性质不同,而四川地震的震源Ｐ轴不接近水平方向与当地的“Ｙ”字形复杂构造有关     

A new multiscale scheme for computing statistical moments in single phase flow in heterogeneous porous media

In this work we develop a new multiscale procedure to compute numerically the statistical moments of the stochastic variables which govern single phase flow in heterogeneous porous media. The technique explores the properties of the log-normally distributed hydraulic conductivity, characterized by power-law or exponential covariances, which shows invariance in its statistical structure upon a simultaneous change of the scale of observation and strength of heterogeneity. We construct a family of equivalent stochastic hydrodynamic variables satisfying the same flow equations at different scales and strengths of heterogeneity or correlation lengths. Within the new procedure the governing equations are solved in a scaled geology and the numerical results are mapped onto the original medium at coarser scales by a straightforward rescaling. The new procedure is implemented numerically within the Monte Carlo algorithm and also in conjunction with the discretization of the low-order effective equations derived from perturbation analysis. Numerical results obtained by the finite element method show the accuracy of the new procedure to approximated the two first moments of the pressure and velocity along with its potential in reducing drastically the computational cost involved in the numerical modeling of both power-law and exponential covariance functions.     

A model of equilibrium bed topography for meander bends with erodible banks

Channel curvature produces secondary currents and a transverse sloping channel bed, along which the depth increases towards the outer bank. As a result deep pools tend to form adjacent to the outer bank, promoting bank collapse. The interaction of sediment grains with the primary and secondary flow and the transverse sloping bed also causes meanders to move different grain sizes in different proportions and directions, resulting in a consistent sorting pattern. Several models have been developed to describe this process, but they all have the potential to over‐predict pool depth because they cannot account for the influence of erodible banks. In reality, bank collapse might lead to the development of a wider, shallower cross‐section and any resulting flow depth discrepancy can bias associated predictions of flow, sediment transport, and grain‐size sorting. While bed topography, sediment transport and grain sorting in bends will partly be controlled by the sedimentary characteristics of the bank materials, the magnitude of this effect has not previously been explored. This paper reports the development of a model of flow, sediment transport, grain‐size sorting, and bed topography for river bends with erodible banks. The model is tested via intercomparison of predicted and observed bed topography in one low‐energy (5·3 W m^?2 specific stream power) and one high‐energy (43·4 W m^?2) study reach, namely the River South Esk in Scotland and Goodwin Creek in Mississippi, respectively. Model predictions of bed topography are found to be satisfactory, at least close to the apices of bends. Finally, the model is used in sensitivity analyses that provide insight into the influence of bank erodibility on equilibrium meander morphology and associated patterns of grain‐size sorting. The sensitivity of meander response to bank cohesion is found to increase as a function of the available stream power within the two study bends. Copyright © 2002 John Wiley & Sons, Ltd.     

用弹性圆薄板理论分析盐岩单井水溶溶腔覆岩关键层

本文系统分析了岩盐单井水溶开采的特征, 应用弹性圆薄板理论对溶腔覆岩关键层进行分析, 推导出了溶腔覆岩层下沉变形微分方程和溶腔覆岩关键层上的载荷计算式, 并对溶腔覆岩关键层受力特征进行了分析, 推导了溶腔覆岩关键层初次破断距计算式, 建立了适用于岩盐单井水溶开采溶腔覆岩关键层判别的判据式, 是对以往关键层理论研究成果的补充, 为关键层理论应用于岩盐单井水溶开采溶腔覆岩移动规律研究打下了理论基础。最后, 对岩盐单井水溶开采覆岩控制研究内容和关键层理论在其中的应用思路进行了初步探讨。     

Experimental study of surface texture and resonance mechanism of booming sand

The sound-producing mechanism of booming sand has long been a pending problem in the blown sand physics. Based on the earlier researches, the authors collected some silent sand samples from Teng- ger Desert, Australian Desert, Kuwait Desert, beaches of Hainan Island and Japanese coast as well as the soundless booming sand samples from the Mingsha Mountain in Dunhuang to make washing ex- periments. In the meantime the chemical corrosion experiment of glass micro-spheres, surface coating experiment and SEM examination were also conducted. The experimental results show that the sound production of booming sand seems to have nothing to do with the presence of SiO2 gel on the surface of sand grains and unrelated to the surface chemical composition of sand grains but is related to the resonance cavities formed by porous (pit-like) physical structure resulting from a number of factors such as wind erosion, water erosion, chemical corrosion and SiO2 gel deposition, etc. Its resonance mechanism is similar to that of Hemholz resonance cavity. Under the action of external forces, nu- merous spherical and sand grains with smooth surface and porous surface are set in motion and rub with each other to produce extremely weak vibration sound and then become audible sound by human ears through the magnification of surface cavity resonance. However the booming sands may lose their resonance mechanism and become silent sand due to the damping action caused by the invasion of finer particles such as dust and clay into surface holes of sand grains. Therefore, clearing away fine pollutants on the quartz grain surface is an effective way to make silent sand emit audible sound.     

有限灌溉对荒漠绿洲春玉米产量及产量性状的影响

对干旱环境下临泽荒漠绿洲春玉米进行了有限灌溉试验研究,旨在探究有限灌溉对绿洲玉米农田生产力的影响。结果表明,在所有处理中,全生育期灌水最少的处理MI1玉米籽粒产量比灌水量略高于它的处理MI2和灌水量较高的处理MI4增产25.7%和38.8%,但MI1与其他处理及对照间差异不显著。MI1处理全生育期灌水量最少,其产量不但未显著下降,反而高于灌水最多的对照CK。不同灌溉处理及对照间玉米穗粗、秃顶长、穗行数均不存在显著差异,但个别处理及对照间其他产量性状却存在差异,其中对照CK、处理MI5、MI1的穗长分别比处理MI4增加15.3%、13.6%和12.4%,对照CK和处理MI1、MI5的行粒数分别比MI4处理增加17.3%、13.9%和12.2%,对照CK的穗粒数分别比处理MI4、MI2和MI3增加19.3%、19.1%和14.5%,处理MI1的千粒重分别比MI4、MI5、CK增加26.9%、14.0%和14.0%。     

中国化肥利用率的区域分异

据全国各县近10年的化肥施用量和粮食产量数据，并从不同年份单位播种面积粮食产量和肥料施用量的变化，求出相应不施肥产量和通过施肥可能达到的最高产量，并以上述结果为基础计算出该地区化肥利用率，研究结果表明：当前我国化肥施用的地区差异明显，施用量较集中范围是180－270kg/hm^2和90－180kg/hm^2，部分地区的化肥施用已经过量；单位化肥的粮食产出率主要集中在10－30kg/kg，化肥利用率大多集中在15％－35％，且与化肥施用量有关，按地区统计，高施肥量区化肥施用明显过量，平均达339kg/hm^2，是全国平均用量（262kg/hm^2)的1．29倍，中施肥量区单位面积化肥平均施用量为252kg/hm^2，略低于全国平均水平，低施肥量区则仅为178kg/hm^2，是全国平均的67．8％，我国单位化肥的生产效率及化肥利用率均以低施肥量区最高，分别为17．5kg/kg和39．8％，中施肥量区为13．7和36。     

柴达木盆地东部尕海湖DG03孔岩芯粒度特征及环境意义

对柴达木盆地东部尕海湖DG03孔岩芯沉积物的粒度特征的研究,结果表明:在12 800—11 800 cal a BP之间,DG03孔沉积物主要以砂为主,含少量的粉砂和粘土,表明钻孔地点的水动力条件比较强,湖泊水位较低,尕海地区经历了一次短暂的干旱事件,这一事件可能是该区域对全球性的YD事件的响应;全新世早中期（11 800—5 600 cal a BP）,沉积物主要以粉砂和粘土为主,钻孔地点的水动力条件比较弱,湖泊水位较高,气候环境相对湿润;全新世中晚期以来（5 600 cal a BP以来）,沉积物中砂粒组分含量越来越多,粉砂和粘土含量越来越少,平均粒径越来越大,钻孔地点的水动力越来越强,该区域经历了一个干旱化的过程。     

气象因子对半冬性小麦灌浆速度的影响效应研究

选用黄淮海冬麦区4个半冬性小麦品种郯麦98、山农18、徐麦33、皖麦52为试验材料,通过分期播种试验,利用方差分析、相关分析、逐步回归和通径分析等方法,分析半冬性小麦籽粒灌浆速度变化趋势和气象因子对灌浆速度的影响。结果表明,正常播期冬小麦灌浆速度波动性最小、千粒重最大,迟播10 d冬小麦灌浆速度波动性最大、千粒重最小;华北区品种郯麦98灌浆速度表现最稳定、千粒重最高,而黄淮区品种皖麦52灌浆速度最大;半冬性小麦灌浆持续期为35～39 d;南北气候差异是影响各品种冬小麦灌浆速度不同的原因之一。半冬性小麦各播期灌浆速度的变化趋势一致,灌浆速度变化与相关显著气象因子的变化规律相符合;灌浆速度峰值期一般出现在开花后15～25 d,迟播冬小麦最大灌浆速度出现时间较对照处理提前,不利于提高粒重;气温条件对冬小麦灌浆速度影响显著,其中最高气温要素是影响不同播期品种灌浆速度的共有关键因子。通径分析表明,最高气温对灌浆速度的作用由自身的直接效应决定,而日照时数与最低气温对灌浆速度的作用与间接效应一致;最高气温平均值对灌浆速度的影响最重要,日照时数和最低气温平均值对灌浆速度的影响较弱;最高和最低气温平均值、日照时数均为灌浆速度的限制因子,其中最高气温平均值对灌浆速度变化的决策作用最大。