重庆松藻矿区复杂地层钻探技术探讨

重庆松藻矿区强风化地层厚度在700m左右,结构松软、涌水、漏失及水敏性地层反复出现。该区钻孔易出现坍塌、掉块、吸水膨胀缩径、孔斜等现象,施工难度较大,另外煤心采取率极低。在该矿区小鱼沱井田钻进时,采用快干水泥浆封堵及跟管钻进相结合的钻进工艺,并严格控制双聚低固相泥浆配方;在跟管钻进过程中,掌握控制其压力、转速,防止因压力过大或钻进太快而出现套管断脱。该孔历时4个月,终孔深度1261．72m,终孔斜度为8°,钻孔质量为特级。CK-28井成孔经验表明,在该区复杂地层钻进,采用边钻进边封堵及跟管钻进等技术,可有效解决易塌、涌水、漏失、孔斜等难题。     

中国西太平洋海域1′×1′垂线偏差模型及精度评估

联合多种测高数据和重力异常数据,设计了观测点距离和测高精度融合的定权方法,采用最小二乘方法和Vening-Meinesz公式,分别构建了西太平洋海域(0°N—40°N,105°E—145°E)1′×1′网格化垂线偏差数字模型。选取两个不同特征区域,将垂线偏差的两个数字模型和EGM2008模型三者进行相互比较分析。结果表明:卯酉分量η的均方根差大于子午分量ξ的均方根差,海底地形复杂的南海特征区域的垂线偏差均方根差大于西太平洋中部的均方根差,构建的两个垂线偏差模型总体均方根差优于1.6″。     

重复重力测量结果计算垂线偏差的时间变化

根据滇西和华北地震重力监测网28期和39期重力测量资料，利用Vening-Meinesz公式，分别计算了下关和北京两地垂线偏差的时间变化．结果表明:① 垂线偏差的时间变化幅度一般在0.1以内，年际变化幅度在0.02以内；② 重复重力测量方法可在0.01的可信度范围内确定垂线偏差的时间变化，对比计算结果表明这种方法是可行的；③ 不同地点和方向的垂线偏差变化既存在相同点也存在不同点，它们将有可能为区域性的地球物理事件和大范围或全球性动力学研究提供新的途径．      

联合TOPEX/Poseidon,ERS2和Geosat卫星测高资料确定中国近海重力异常

处理了 TOPEX/Poseidon(第 9周期至第 2 4 9周期 ) ,ERS2 (第 0周期至第 44周期 )和Geosat/GM(第 1周期至第 2 5周期 )以及 Geosat ERM(第 1周期至第 66周期 )卫星测高资料 ,求解了各自卫星任务的交叉点和垂线偏差 ,利用逆 Vening- Meinesz公式确定了 2 .5′×2 .5′中国近海海洋重力异常 ,并与我国南海船测重力异常作了比较 ,其精度为± 9.3m Gal( 1 Gal=1 cm/s2 )。本文同时导出了严密的 2维平面卷积公式 ,它与 1维严密卷积公式计算结果差值的标准差为± 0 .1 m Gal,而 2维球面公式为± 0 .5 m Gal     

地质岩心钻孔人工造斜方法实践

在岩心钻探施工过程中,钻遇岩（矿）心脱落需要补取岩心,或钻具脱落、埋钻和烧钻需要绕障时,人工造斜方法是解决问题的有效手段。钻孔较浅,造斜孔段刚好在变径后的位置,且上部孔壁稳定,易于扩孔和下套管,宜选用异径偏心楔人工造斜;钻孔较深,不能改变口径,造斜孔段岩层硬度较大,宜选用同径偏心楔人工造斜;钻孔较深,造斜孔段岩层硬度不大（如煤系地层中的煤层、泥岩等）,宜选用同径自然造斜。选用偏斜楔造斜时,偏斜楔长度、偏斜角大小和导斜槽直径的合理选择,偏斜楔下入钻孔过程中的正确操作;选用同径自然造斜,水泥浆灌注孔段位置确定、水泥浆凝固后达到一定的强度和造斜过程中合理的钻进参数,是造斜成功的关键。     

Visa restrictions and economic globalisation

The cross-border mobility of people, goods and services, and capital has expanded enormously both in intensity and diversity over recent decades. States have a general interest in facilitating these flows in order to benefit from economic globalisation. Yet, mainly due to security concerns, most governments grant visa-free mobility only very selectively. Drawing on a new bilateral visa policy database covering up to 194 destination and 214 origin countries over the 1995 to 2013 period, our analysis finds that the introduction of a visa restriction by a destination country for citizens from a particular origin country deters tourism inflows by about 20 per cent. Visa restrictions also reduce bilateral trade and foreign investment, but to a smaller extent than previous studies have suggested. We further find that some of the deterred flows in tourists and goods and services are redirected to other (visa-free) destinations. This deterrence-cum-deflection effect of restrictive visa policies implies significant economic costs for both visa-issuing and visa-targeted countries, but it creates some positive externalities for countries with a more liberal visa policy. Liberalised visa policies would in particular help poorer countries to partake more in the benefits of economic globalisation.     

Inertial Instability of Arbitrarily Meandering Currents Governed by the Eccentrically Cyclogeostrophic Equation

Using natural coordinates, we have derived a criterion for the inertial instability of arbitrarily meandering currents. Such currents, governed by the eccentrically cyclogeostrophic equation, are adopted as the basic current field for the parcel method. We assume that any virtual displacement which is given to a water parcel moving in the basic field has no influence on this field. From the conservation of mechanical energy for a virtual displacement we derive an inertial instability frequency ω _m = [(f + 2u/r)Z]^0.5 for the eccentrically cyclogeostrophic current, where f is the Coriolis parameter, u the velocity (always positive), r the radius of curvature of a streamline (negative for an anticyclonic meander), and Z the vertical component of absolute vorticity. If ω _m ² is negative, the eccentrically cyclogeostrophic current becomes unstable. Although the conventional, centrifugal instability criterion, derived from the conservation of angular momentum in a circularly symmetric current field, has a certain meaning for a monopolar vortex, it contains a radial shear vorticity that is difficult to use in arbitrarily meandering currents. The new criterion ω _m ² contains a lateral shear vorticity that is applicable to arbitrarily meandering currents. Examining instabilities of concentric rings with radii of 50–100 km, we consider reasons why the anticyclonic supersolid rotation has been very much less frequently observed than the cyclonic supersolid rotation, despite a prediction of some common stability and a rapid change in radial velocity gradient for the former. Classifying eccentric streamlines into the large and small curvature-gradient types, we point out that the large-gradient curvature in anticyclonic rings is apt to be unstable. This revised version was published online in July 2006 with corrections to the Cover Date.     

Trial and Numerical Analysis of Specimen Pipelay

Subsea pipelay has a relatively long history. In recent years, there has been a domestic need for the laying of large diameter thin wall pipes. A land-based trial for the large diameter thin wall specimen pipe is described in this paper. Re-gression analysis is performed for the trial data and the formula derived can express the trial data very well. Numerical analysis is adopted to compute various trial conditions. Then the numerical model is revised with the trial results, which are consistent with each other. After summarization of the results of trial and numerical analysis, the characteristics are described of the spatial configuration during the laying of the pipe and it is concluded that the maximum strain appears around the center of the raised pipeline. In the end, a reference Standard, which limits the maximum stress below the yield stress is provided.     

Modulus of Subgrade Reaction for Laterally Loaded Piles in Multiple Layered Foundation

-According to the field test data of laterally loaded steel piles at home and abroad,an empiri-cal formula for evaluating the modulus of subgrade reaction under static load in layered soil is proposed.The suggested formula takes account of not only non-linearity of K_s with the depth but also its variationwith the load.It is shown that the computed bending moments along the pile shaft and the deflection atthe pile top are consistent with the measured ones.     

基于互补源的紧凑型圆极化倾斜波束天线

本文提出一种结构紧凑且固有倾斜辐射波束的圆极化天线.通过使用一对正交的互补源,将在俯仰面的倾角方向上产生圆极化波.为了验证方法的可行性,该天线主要由扇形的单极子、短路钉和L型的接地板组成.短路钉一端连接单极子天线,另一端连接接地板的水平部分,从而形成一个环路辐射单元.研究结果表明：该天线的最大辐射增益在θ=60°,φ=90°的方向上,具有6.2%左右的3 dB轴比工作带宽.同时,相较于现有的倾斜波束圆极化天线,它的结构更加紧凑,适用于小型化的设计需求.