构造变质岩石地层的概念、单位命名系统及研究方法──以辽河岩群为例

在概要地讨论了辽河岩群基本地层学特征基础上,提出了构造变质岩石地层的概念,其含义为经强烈构造变形的中浅变质沉积（含火山沉积）岩系构成的岩石地层单位的一种类型。构造变质岩石地层单位是强变形、中浅变质沉积岩区１∶５万填图的基本填图单位。建议采用岩群、岩组、岩段等地层单位命名系统,强调了变形、变质、沉积综合研究方法。     

福建省构造运动,构造层划分及其主要特征

研究构造运动及构造层特征是查明地壳构造演化历史的重要证据,从福建省目前建立的地层序列分析,自古元古代以来,省内初步可划分出１５次构造运动,并分别归属迪口,晋宁,加里东,印支,燕山,喜马拉雅６个构造旋回,文中对地震旦纪地层次建立构造地层单位,并阐述了各构造运动,构造旋回,构造阶段和构造层,亚构造层的基本特征,较系统地反映了福建省地壳构造演化历史。     

通化七道沟葛家大窝子单元的就位机制及其成因探讨

就位机制问题是花岗岩地区工作的一个重点,一般来说,一个花岗岩单元,其各侵入体应该具有统一的就位机制,然而事实并非如此,葛家大窝子单元就是一个例外,本文阐述了葛家大窝子单元综合地质特征相同的不同浸入体,其就位机制不同的情况,并对其成因进行了初步探讨。     

Determination of characteristics of steam reservoirs by Radon-222 measurements in geothermal fluids

The authors conducted a Rn²²² survey in wells of the Larderello geothermal field (Italy) and observed considerable variations in concentrations. Simple models show that flow-rate plays an important part in the Rn²²² content of each well, as it directly affects the fluid transit time in the reservoirs. Rn²²² has been sampled from two wells of the Serrazzano area during flow-rate drawdown tests. The apparent volume of the steam reservoir of each of these two wells has been estimated from the Rn²²² concentration versus flow-rate curves.List of symbols Q Flow-rate (kg h^–1) - Decay constant of Rn²²² (=7.553×10^–3 h^–1) - Porosity of the reservoir (volume of fluid/volume of rock) - ₁ Density of the fluid in the reservoir (kg m^–3) - ₂ Density of the rock in the reservoir (kg m^–3) - M Stationary mass of fluid filling the reservoir (kg). - E Emanating power of the rock in the reservoir (nCi kg _rock ^–1 h^–1). - P Production rate of Rn²²² in the reservoir: number of atoms of Rn²²² (divided by 1.764×10⁷) transferred by the rock to the mass unit of fluid per unit time (nCi kg _fluid ^–1 h^–1). - N Specific concentration of Rn²²² in the fluid (nCi kg^–1) - Characteristic time of the steam reservoir at maximum flow-rate (=M/Q)     

Longshore variations in nearshore wave processes at magilligan point,northern ireland

Magilligan Point is a recurved cuspate foreland at the mouth of Lough Foyle. Two wave regimes intersect in the estuary mouth and the manner of their interplay controls shoreline changes. Ocean swell waves from the N and NE are refracted around the recurve, losing both height and energy longshore. Width of the surf zone decreases and waves tend to steepen, although both these changes and wave refraction owe something to nearshore geometry. Angle of wave approach becomes more acute and a westerly flowing longshore current moves sand S and SW along the beach. Estuary waves from the S and SW are wind-driven with high-frequencies and steepnesses. They generate a northeasterly current which returns material N, but dies out as the waves become obliterated by nearshore attenuation and breaking of swell. It is possible to identify a time-averaged null-point where shoreline wave power is balanced, although this tends to shift over short periods causing rapid morphological changes. The existence of two independent, but counteractive cells ensures the long-term maintenance of the foreland, without requiring major or continuous supplies of fresh sediment.     

At‐a‐station hydraulic geometry relations, 1: theoretical development

This paper, the first of two, hypothesizes that: (1) the temporal variation of stream power of a river channel at a given station with varying discharge is accomplished by the temporal variation in channel form (flow depth and channel width) and hydraulic variables, including energy slope, flow velocity and friction; (2) the change in stream power is distributed among the changes in flow depth, channel width, flow velocity, slope, and friction, depending on the boundary conditions that the channels has to satisfy. The second hypothesis is a result of the principle of maximum entropy and the theory of minimum energy dissipation or its simplified minimum stream power. These two hypotheses lead to families of at‐a‐station hydraulic geometry relations. The conditions under which these families of relations can occur in the field are discussed. Copyright © 2007 John Wiley & Sons, Ltd.     

一种基于相位的相对延迟变化测量方法

详细地介绍了VLBI系统的地面单元中电缆延迟变化的测量方法，这种基于相位的测量方法，为相关领域的高精度延迟测量提供了借鉴。概要介绍了地面单元中电缆测量、反射调制以及相位比较器的工作原理，对各个环节作了数学上的推导分析。给出了一个电缆相对延迟值随温度变化的测试样本。     

利用牡蛎壳粉制备缓释氮肥的初步研究

目前我国化肥当季利用率中，氮约为30％～35％．磷为10％～25％，钾为35％～50％远低于世界发达国家水平，造成肥料利用率低的主要原因是淋溶损失，尤以氮肥、钾肥为最。人们正在努力寻求提高肥料利用率的方法，其中之一是对肥料本身进行改性，开发适合于作物生长需求的新型肥料。研制缓／控释肥料是世界各国普遍采用的有效措施之一。缓释肥料的优点是利用率高，养分损失少，环境友好。但是，目前所用的作为缓释材料的高分子聚合物一般是难降解或不能降解，长期施用也会引起土壤污染。牡蛎壳为一种新型的天然材料，     

广西山地风能资源开发利用可行性分析——以大容山为例

利用大容山自动观测站2004年8月～2006年7月气象观测资料和容县气象站1958～2006年7月测风资料,对大容山的风能资源各参数进行了详细计算和分析,并结合预选风电场的地形地貌、交通运输、联网条件、环境保护等状况对大容山风能资源开发利用进行了可行性分析评价.结果表明：大容山年平均风速为7.2m/s,年平均风功率密度为390.8W/m^2,其风能资源丰富,且交通运输、联网、工程地质等条件较好,可选择在坡度较小的山头或山腰建设风电场,预选风电场可布置750kW的风机45台,总装机容量约为34MW.     

基于MSP430F135的货车防盗报警系统设计

针对当前铁路运营的实际情况,设计并实现了基于MSP430F13x系列单片机的货车防盗报警系统.详细介绍了系统的原理和软、硬件设计.系统在货车遭遇破封的情况下触发报警器,并将报警信息以无线电信号发射出去.接收机接收报警信息并将其在LCD上显示出来,以便民警即时处理.经实际应用证明系统性能良好.