攀西钒钛磁铁矿整装勘查复杂地层钻探护壁堵漏技术

攀枝花地区米易县白马钒钛磁铁矿整装勘查工作是四川省地勘基金启动项目,任务重、时间紧,加之所在区域地层复杂,上部漏失,下部多遇断层破碎带,造成钻孔事故频发,钻探效率低下,甚至无法施工,严重阻碍了勘查工程的顺利推进。针对这一施工难题,通过反复试验研究,探索出了一整套行之有效的深孔复杂地层护壁堵漏技术体系,确保了整装勘查项目的顺利完成。详细介绍了该矿区泥浆护壁堵漏技术及其效果。     

岩芯钻探中地层压力预测初探

地层压力变化是导致孔内情况复杂化的关键因素,地层压力预测是钻探施工中泥浆设计和事故防范的重要手段,合理预知地层压力情况有助于最大限度地解决深孔钻探中的复杂问题[1]。近年来,地层应力预测技术在国内外得到了广泛探讨,而传统的水压致裂地层压力测量方法仍然是简单实用的手段之一。通过云南某矿区复杂地层深孔钻探工程中的应用实例,验证了地层压力预测在绳索取心钻探工程上的合理性和可行性。     

小秦岭深部探矿项目某标段钻探施工方法探讨

从钻孔护壁堵漏、钻孔结构、事故预防与处理措施等方面对小秦岭深部探矿项目某标段钻探施工方法进行了探索,特别是强护壁性能的冲洗液和多级大量套管技术的应用取得突破,基本解决了第四系、第三系加断层泥埋藏深度达600～800 m的厚覆盖层钻探施工难题,为该类地层施工提供了经验。     

Stratified convection with multiple states

A simplified box model of the cooling of a salt-stratified ocean is analyzed analytically and numerically. A large isothermal basin of salt water has a layer of fresh water at the surface. Beside this is a small basin, cooled from above and connected to the large basin by horizontal tubes at the top, middle and bottom. For small cooling rate, fresh water enters the small basin, is cooled and leaves through the middle tube. For greater cooling rate, the fresh water leaves the small basin through the middle and bottom tube. If the top tube is smaller than the deeper tubes and the fresh water layer is sufficiently shallow, flow in the middle tube reverses at a critical cooling rate. In this case, a mixture of salt and fresh water is cooled and leaves the bottom tube. Increased cooling produces much greater flow rate; consequentially temperature increases rather than decreases in the small basin. A relaxation heat flow condition results in multiple equilibria. One of the stable modes has fresh surface water descending in the small basin and flowing out through the middle and bottom tube. The other has a greater rate of flow of both fresh and salty water (through the middle tube) into the basin with the flow of mixed salty water out of the bottom tube. Implications for deep convection in the ocean are discussed.     

四川里伍铜矿田控矿构造特征与找矿方向

里伍铜矿田位于扬子地台西缘江浪变质核杂岩穹隆构造中。现已发现里伍、黑牛洞等中小型铜矿床7处,为扬子地台西缘地区铜矿集中产出区之一。中深构造层次的江浪变质核杂岩构成了矿区构造主体。通过对里伍铜矿田内矿床的地质特征、控矿因素和控矿构造特征等的系统研究表明,矿田中由变质核杂岩穹隆构成的构造组合及其韧性剪切滑脱带控制了铜矿体的定位、形态以及矿床的规模。变质核杂岩穹隆中的韧性剪切滑脱带是主要控矿构造。在综合研究的基础上,提出了矿田和区域找矿方向。     

Water Vapor and Cloud Radiative Forcings over the Pacific Ocean Simulated by the LASG/IAP AGCM: Sensitivity to Convection Schemes

Characteristics of the total clear-sky greenhouse effect (GA) and cloud radiative forcings (CRFs), along with the radiative-related water vapor and cloud properties simulated by the Spectral Atmospheric Model developed by LASGIAP (SAMIL) are evaluated. Impacts of the convection scheme on the simulation of CRFs are discussed by using two AMIP (Atmospheric Model Inter-comparison Project) type simulations employing different convection schemes: the new Zhang-McFarlane (NZH) and Tiedtke (TDK) convection schemes. It shows that both the climatological GA and its response to El Nio warming are simulated well, both in terms of spatial pattern and magnitude. The impact of the convection scheme on GA is not significant. The climatological longwave CRF (LWCRF) and its response to El Nio warming are simulated well, but with a prominently weaker magnitude. The simulation of the climatology (response) of LWCRF in the NZH (TDK) run is slightly more realistic than in the TDK (NZH) simulation, indicating significant impacts of the convection scheme. The shortwave CRF (SWCRF) shows large biases in both spatial pattern and magnitude, and the results from the TDK run are better than those from the NZH run. A spuriously excessive negative climatological SWCRF over the southeastern Pacific and an insufficient response of SWCRF to El Nio warming over the tropical Pacific are seen in the NZH run. These two biases are alleviated in the TDK run, since it produces vigorous convection, which is related to the low threshold for convection to take place. Also, impacts of the convection scheme on the cloud profile are discussed.     

东海内陆架EC2005孔沉积物粒度分形特征

对位于浙-闽沿岸泥质带的EC2005孔沉积物粒度分形特征以及与平均粒径和分选系数的关系进行了探讨.EC2005孔沉积物粒度在累积含量5%～95%的无标度区间内,统计自相似程度高,具有分形特征.沉积物平均粒径与分维值既存在正相关,也有负相关关系.二者正、负相关关系的分界点表现为平均粒径7.0φ左右,＜7.0φ时,平均粒径...     

西太平洋暖池核心区Ontong Java 海台古菌多样性研究

为了研究西太平洋暖池核心区表层古菌群落结构及多样性,应用16S rDNA文库技术对KX08-973-22站位(取名为CWP)水体样构建基因文库,得到了561个克隆,经分析处理后得到50个OUT(Operational Taxonimic Units).通过对16S rRNA基因序列的同源性比较,构建系统发育树分析及统计...     

钢管混凝土叠合柱边框内藏钢桁架核心筒抗震性能试验研究

为进一步改善混凝土核心简的抗震性能,本文提出了钢管混凝土叠合柱边框内藏钢桁架组合核心筒.进行了2个1/6缩尺的核心筒模型在低周反复荷载下的抗震性能试验研究,1个为钢管混凝土叠合柱边框毛组合核心筒,1个为钢管混凝土叠合柱边框内藏钢桁架组合核心筒.通过试验,对比分析了2个核心简的承载力、延性、刚度及其衰减、滞回特性、耗能能力及破坏特征,给出了钢管混凝土叠合柱边框内藏钢桁架组合核心筒的承载力计算模型,计算结果与实测值符合较好.研究表明,钢管混凝土叠合柱边框内藏钢桁架组合核心筒与钢管混凝土叠合柱边框组合核心筒相比,其抗震性能明显提高.     

钢管混凝土框架-混凝土核心筒减震结构振动台试验研究

某超高层钢管混凝土框架-混凝土核心筒结构因指标超限在设计中采用了耗能减震技术,为了检验该减震结构的抗震性能,制作了1/35的缩尺模型,通过在钢管混凝土框架设置阻尼器或不设置阻尼器,进行模拟地震振动台对比试验,研究了模型结构的动力特性和不同烈度地震作用下的加速度、位移和应变响应。研究结果表明:地震作用下,该钢管混凝土框架-混凝土核心筒减震结构与钢管混凝土框架-混凝土核心筒结构相比,位移、加速度和应变响应均有一定程度的降低;罕遇地震作用下,通过设置耗能减震构件,层间位移角最大值从超过规范要求的1/84减低至满足规范要求的1/130,表明该减震结构具有更优良的抗震性能。