山东招掖金矿带的构造-岩浆控制

山东招掖金矿带的金矿床受花岗岩类型及构造控制,使其分布很不均匀。金矿化集中发育在栖霞—掖县复背斜翼部的交代花岗岩中,受北东向压扭性断裂控制,而在复背斜核部的重熔花岗岩中很不发育。本文通过构造-花岗岩的控矿作用,对本区金矿控制条件提出了新的看法:①构造-岩浆控制了金矿床的空间展布;②构造-岩浆演化控制了金矿的成矿演化;③内生成矿作用与构造-岩浆作用有密切的成因联系。     

南沙海域第三纪生物礁层序构成和演化

南沙海域第三纪盆地生物礁油气藏勘探具有巨大的潜力。作者运用层序地层学原理精细解剖不同体系域的生物礁内部构成,建立了高精度的生物礁礁层序地层格架,并逐层进行回剥分析,表明第三系充填沉积为四幕伸展裂陷过程,进而揭示盆地生物礁层序的动态发育过程及不同时期南沙海域含油气盆地的发育状态。     

Orientation error estimation of buried seismographs in array observation

Array observation is an efficient tool to investigate various characteristics of earthquake ground motion. However, seismographs used in arrays may involve unexpected errors in their orientations. Methods of orientation error estimation were developed in three-dimensional space by comparing recorded ground motions at a reference point with those at a checking point. A maximum cross-correlation method and a maximum coherence method were proposed and their accuracy was demonstrated. The earthquake ground motions recorded in the Chiba array and in two other arrays were used in numerical examples. Non-trivial orientation errors were detected for all these arrays. The cross-correlation coefficients and the coherence values between two points increased significantly by correcting the estimated orientation errors.     

一种基于BP算法学习的小波神经网络

为发展 Szu的基于信号表示的小波神经网络 ,提出一种多输入多输出的小波网络模型 ,网络隐层采用框架小波函数、输出层采用 Sigmoid激励函数 ,并选用“熵误差函数”以加速网络的学习速度。奇偶判别和混沌时间序列预测例子的实验结果表明了它具有良好的函数逼近能力和推广能力 ,收敛速度和均方误差均优于相同结构的多层感知器模型。     

Impact of coastal engineering constructions on the topographic and morphological evolution of Quanzhou Bay, Fujian, China

A series of port constructions and large-scale reclamation projects have been extensively carried out in Quanzhou Bay to pursue social and economic benefits. These projects have changed the natural topographical and morphological evolution since 1970. In this research, from comparison of topographical and morphological characteristics of the study area in 2008, 1972 and 1934, the obvious differences between two evolution stages (1934-1972 and 1972-2008) were analyzed, and the impact of coastal engineering constructions on the evolution of topography and morphology was evaluated quantitatively. The results show that evolution before the 1970s was characterized as a stable whole with local erosion in the channel and slow aggradation of the shoal and that the morphology was dominated by natural processes, as there was little coastal engineering construction before 1970. Since the 1970s, because of a series of engineering projects such as those reclaiming land and constructing ports, the bay has been in a stage of continuous silting, characterized by the channel narrowing and shrinking and shoal silting and expanding, which may result in the abandonment of ports around the bay and endanger the salt field, aquaculture and other agriculture. Potential solutions for the management of the coastal zone of Quanzhou Bay and other similar bays by state and local agencies are suggested, such as calling for the attention of the state and local government, strengthening coastal zone management, scientific planning and reasonable exploitation, and in particular, changing the utilization of the sea area.     

陕西果业基地伏旱指数及其预报方法

选取陕西苹果(梨)生产基地县中生态环境、气候特点与苹果(梨)产业发展水平具有代表性的10个台站,近40 a(1969—2008年)伏期降水量和无降水日数资料,设计并计算其伏旱指数。将伏旱指数分成强、偏强、中等、偏弱和弱五个等级,并用典型k阶自回归AR(k)预测模式进行独立样本预测试验。结果表明:伏旱指数能够较客观地反映基地县的伏旱强度,且伏旱指数的时空分布特征差异较大。这与这些基地县所处纬度、海拔高度、生态环境和气候背景的差异有关。典型k阶自回归预测模式预测准确及基本准确率在70%左右,预报效果尚好,具有实用价值。     

夏季青藏高原大气热源与西南地区东部旱涝的关系

利用1959～2006年西南地区东部20个测站逐日降水量资料和NCEP/NCAR再分析月平均资料,分析了夏季青藏高原大气热源特征,指出了影响西南地区东部夏季旱涝的热源关键区域,并就关键区大气热源对该区域夏季旱涝的影响进行了诊断,得出了以下主要结论:西南地区东部夏季降水与高原主体东南部的热源变化关系密切,当该区域(该区域...     

塔里木灌区近40年来气候变化特征

根据塔里木灌区阿拉尔气象站1961年1月－1999年12月的气温及降水资料，分析了塔里木灌区近40年的气候变化，得出近40年来塔里木灌区降水量呈上升趋势（4．60mm/10年），秋季降水量却呈下降趋势（－3．45mm／10年）；年平均气温呈上升趋势（0．065℃／10年），冬季变暖的趋势（0．849℃／10年）；年平均气温呈上升趋势（－0．171℃／10年）；年极端低温的上升趋势（0．569℃／10年）大于年极端高温的下降趋势（－0．095℃／10年）。可以70年代末为界将近40年塔里木塔区气候分为冷、暖两个阶段，前为冷期，后为暖期。     

基于InSAR和GPS观测数据的尼泊尔地震发震断层特征参数联合反演研究

利用日本ALOS-2和欧空局Sentinel-1A卫星获得的尼泊尔地震同震形变场,结合GPS同震位移数据,联合反演了断层滑动分布特征和空间展布.结果表明:尼泊尔地震的同震形变场主要集中在150km×100km的范围内,且分为南北两个相邻的形变中心,南形变中心的视线向抬升量约为1.2m,北形变中心的视线向沉降量约为0.8m,均位于发震断层上盘.位于形变抬升区的KKN4和NAST两个GPS站,抬升量和南向运动量均达到了m级,而远离震区的其他GPS台水平和垂直观测量均在1cm以内.联合反演得到的断层位错分布主要集中在沿走向150km,沿倾向70km的范围内,最大滑动量为5.59m,平均滑动量为0.94m.断层面倾角在浅部约为7°,随着深度增加,倾角逐渐变大,到垂直深度20km时倾角接近12°;5月12日MW7.2级余震位于主震破裂区的"凹"型滑动缺损区域;主震破裂区的上边界与MBT空间位置十分吻合,主震破裂区主要集中的MBT以北50~60km处,垂直深度为8~9km,倾角为9°,继续向北时主震破裂面以10°~12°的倾角向深延伸,在18~20km可能与MHT交汇.因此,初步判定MBT为此次地震的发震断层.     

脑血管病变多层螺旋CT血管造影三维成像技术的应用

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