模型预测多次波衰减技术及其在莺歌海地区的应用

莺歌海盆地是中国海域新生代主要含油气盆地之一。盆地内超压沉积现象分布广泛,超温超压现象普遍。由于超温超压现象的存在,导致其多次波与有效波在速度上更接近,衰减难度更大。通过合理利用基于波动理论的多次波建模方法并组合其他方法有效衰减了浅水多次波。莺歌海地区的应用实例证明了该方法的有效性,不仅较好地衰减了多次波,提高资料信噪比,同时提高了地震数据的分辨率,改善了资料的波组特征。     

Risk Management for Petroleum Reservoir Production: A Simulation-Based Study of Prediction

We consider numerical solutions of the Darcy and Buckley–Leverett equations for flow in porous media. These solutions depend on a realization of a random field that describes the reservoir permeability. The main content of this paper is to formulate and analyze a probability model for the numerical coarse grid solution error. We explore the extent to which the coarse grid oil production rate is sufficient to predict future oil production rates. We find that very early oil production data is sufficient to reduce the prediction error in oil production by about 30%, relative to the prior probability prediction.     

1) I. A. H. S. / A. I. H. S.

Abstract

A simple method is used to study the response of runoff in the Sahel to climate change. The statistical characteristics of rainfall are calculated over the western part of the Sahel for the period 1961–1990, using the BADOPLU network. Daily rainfall is simulated using a Markov process with Weibull distribution for rainfall depths. Runoff is modelled using a conceptual SCS model and the curve numbers are calculated for West Africa. Climate change is provided by simulations using the Arpège GCM (Scenario A1B), and a perturbation method is used on the parameters which describe the rainfall. Changes in rainfall are assumed to occur through increases in frequency, not intensity. Using Arpège, runoff is mainly found to increase, in depth and in number of events, by the end of the 21st century. Changes in evaporation and land use are not included in the analysis. The impact of this 21st century potential climate change (rainfall) on the runoff is found to be of the same magnitude as the impact of changes in land use.     

Effect of non-linear soil deformation on the interaction among energy piles

This study investigates the effect of non-linear soil deformation on the displacement interaction among energy piles. The work is based on interaction factor analyses of full-scale pile group tests, whose results are compared with experimental evidence. The results presented highlight the tendency of interaction factor analyses that ignore non-linear soil deformation to overestimate the interaction and the displacement of energy pile groups. This outcome, in accordance with previous studies for conventional pile groups subjected to mechanical loads, may be considered in the analysis and design of energy pile groups subjected to thermal (and mechanical) loads through the interaction factor method.     

南京汤泉地下热水补给来源与成因模式

南京汤泉地区地下热水资源丰富,阐明其补给来源及成因模式,对于地下热水的科学开发意义重大。采用水化学及同位素地球化学分析方法对其进行了系统研究。结果表明,研究区地下热水与浅层冷水水化学组成差异明显,热储温度为63~75℃,循环深度为1.8~2.3 km。大气降水入渗是地下热水的补给来源,补给高程范围为321~539 m;循环周期为2046~6474 a;地下热水上涌过程中会混入比例为4%~26%的浅部岩溶冷水。经分析,该地热系统成因上属于中低温对流型,补给区主要为老山复背斜构造内的碳酸盐岩裸露区,依靠区域大地热流供热,热储层主要为上震旦统白云岩,盖层为寒武系、白垩系及第四系,地下热水经深循环沿NEE向与NW向断裂交会通道向上运移,并与浅部冷水发生混合,形成本区的地热异常。     

Deposition of trace substances via cloud interception on a coniferous forest at Kleiner Feldberg

A resistance model to calculate the deposition of cloud droplets on a coniferous forest and some improved parameterizations of the indispensable input parameters are described. The deposition model is adapted to the coniferous forest at the Kleiner Feldberg site and verified by the data of a drip water monitoring station below the forest canopy. The measurements of liqud water content, wind speed and trace substance compounds in cloud water of the Ground-based Cloud Experiment (GCE) at Kleiner Feldberg in 1990 are used to calculate the cloud water deposition fluxes and the deposition of trace substances via cloud water interception. The calculated deposition of trace substances via cloud water interceptions is three to six times higher than via rain during the experiment. On a long term data basis the yearly amount of cloud water deposition is 180 mm year^–1 at Kleiner Feldberg site (840 m a.s.l.) while the precipitation amount is 1030 mm year^–1. Due to higher trace substance concentrations in cloud water compared to rain the ionic deposition via cloud water interception and via precipitation were assessed to be of comparable magnitude.     

电离层等离子体漂移的振荡

根据中纬Ｗａｋｋａｎａｉ站与低纬Ｏｋｉｎａｗａ站的垂测数据,得出电离层峰区垂直漂移的频谱结构．结果表明,漂移除具有周期在２４ｈ之内的潮汐分量外,低纬站还呈现出值得特别注意的２．１ｄ的周期振荡．作者认为,低纬垂直漂移的振荡行为,主要是电场的波动分量引起;这种波动电场包含潮汐振荡与行星波两日振荡的成分．峰值电子浓度的振荡最直接地是由中性大气温度控制;而峰高的波动起伏,则主要是电场振荡的结果．     

岩浆铜-镍-铂族元素硫化矿床“深部熔离-贯入”成矿作用与模式——加拿大伏伊希湾和中国金川矿床地质特征对比

通过对金川铜镍矿床地质、矿化特征与加拿大伏伊希湾（Voisey’s Bay）铜-镍-铂族元素硫化物矿床进行系统对比分析,总结出这2个世界级铜镍硫化物矿床形成演化方面的相似性、可比性及其共同特点,即深部岩浆房含矿岩浆沿通道脉动式上侵,到上部表现为“小岩体,成大矿”。成矿作用过程和模式表现为：①含矿岩浆的有序侵位显示岩浆在深部岩浆房停歇过程中曾发生熔离分异,形成岩浆、含矿岩浆、富矿岩浆和矿浆分层结构;②成矿作用是在富有动力的岩浆环境下岩浆不连续（脉动式）上侵过程中发生的,岩浆熔融体富含挥发组分,上侵活动剧烈,围岩角砾化;③含矿岩浆沿相同的通道或越位上侵,在先期侵入岩体下侧或上方不同空间成矿;④岩浆运移过程中与围岩发生相互作用、组分交换和成矿物质的富集。深入阐明了含矿岩浆不连续（脉动式）上侵、后续岩浆补给和混合是镁铁—超镁铁岩体中硫化物被聚集在岩浆流动的通道内形成超大型铜镍硫化物型铂族元素矿床的重要机制。     

A STUDY ON A NEW MECHANICAL MODEL FOR FOUNDATIONS AND ITS ELASTIC SETTLEMENT RESPONSE

In the present paper, a new foundation model has been proposed by introducing a stretched rough elastic membrane in the Pasternak shear layer sandwiched between two spring layers which is an extension of Kerr model. Considering the equilibrium of different elements, the equations governing the elastic settlement response of the model are derived. Finite difference scheme has been employed to solve the governing equations. The parametric studies carried out show the effect of several parameters on the elastic settlement response of the model. The proposed model is well suited for idealizing the behavior of geosynthetic-reinforced granular fill—soft soil system besides other applications.     

Prediction of railway ground vibrations: Accuracy of a coupled lumped mass model for representing the track/soil interaction

Recent advances in railway-induced ground vibrations showed that the track/soil interaction plays an important role in the low frequency range. This paper contributes to the numerical analysis of train/track/foundation dynamics by presenting the accuracy of a coupled lumped mass (CLM) model devoted to the railway foundations and to the track/soil coupling. Following a summary of the background and the advantages of the CLM model, the coupling strategy is quantified through two application cases. Firstly, the dynamic track deflection is calculated for different railway lines considering various degrees of complexities of foundations. Then, the foundation responses are compared depending on whether detailed coupling is introduced or not. The benefit of the proposed model is emphasized by presenting free-field ground vibration responses generated by a tram and a high-speed train, obtained by a revisited two-step prediction model developed by the authors.