Fluid evolution in the Rushan lode gold deposit of Jiaodong Peninsula, eastern China

The Rushan gold deposit in the Jiaodong Peninsula is currently the largest lode gold in China. Gold occurs mainly in pyrite- and polymetallic sulfide–quartz vein/veinlet stockworks. Fluid inclusions in the deposit are divided into three main types, namely CO₂–H₂O, H₂O–CO₂ ± CH₄ and aqueous ones. Microthermometric data show that the pre-gold fluids were CO₂-dominant (X_CO2 up to 0.53), and the total homogenization temperatures fall in the range of 298377 °C. These fluids, modified by fluid/wallrock reactions, gradually evolved into fluids with less CO₂ (X_CO2 = 0.010.19) in the main ore-forming stage, and the total homogenization temperatures range from 170 to 324 °C. Hydrogen and oxygen stable isotope data suggest that ore-forming fluids were mixture of magmatic and meteoritic origin. Co-occurrence of gold and sulfides implies that gold was most likely transported in the form of gold–sulfide complexes. The wide distribution of CO₂ inclusions means that the pH variation during gold transportation was controlled by CO₂ buffering.     

基于时间序列法的北京市需水量预报(英文)

It is essential to establish the water resources exploitation and utilization planning,which is mainly based on recognizing and forecasting the water consumed structure rationally and scientifically.During the past 30 years(1980-2009),mean annual precipitation and total water resource of Beijing have decreased by 6.89% and 31.37% compared with those perennial values,respectively,while total water consumption during the same period reached pinnacle historically.Accordingly,it is of great significance for the harmony between socio-economic development and environmental development.Based on analyzing total water consumption,agricultural,industrial,domestic and environmental water consumption,and evolution of water consumed structure,further driving forces of evolution of total water consumption and water consumed structure are revealed systematically.Prediction and discussion are achieved for evolution of total water consumption,water consumed structure,and supply-demand situation of water resource in the near future of Beijing using Time Series Forecasting Method.The purpose of the endeavor of this paper is to provide scientific basis for the harmonious development between socio-economy and water resources,for the establishment of rational strategic planning of water resources,and for the social sustainable development of Beijing with scientific bases.     

内蒙古气象服务热线平台的设计与实现

内蒙古气象服务热线平台是基于Windows操作平台开发的一款应用于气象行业的C／S版声询信息管理系统。采用VOIP技术实现全国省（自治区）一级人工气象服务热线平台和中国气象局人工气象服务热线平台之间的联网,实现全国人工服务的联网。为达到中国气象局在全国范围内统一特服号码-4006000121,以省（自治区）为单位建设气象服务热线平台。     

两次降雪天气过程预报中边界层风廓线雷达资料的应用

通过分析2009年10月31日至11月1日和2009年11月9-10日北京两次不同类型降雪天气过程中海淀边界层风廓线仪数据发现:①降雪开始前2h内底层偏东气流建立,且该气流里均有风速突然加强的现象,这对短时临近预报中预报降雪的起始时间有一定参考价值;②700 hPa以上出现冷平流或者冷平流加强且高度降低,也是降雪即将开始的一个特征;③风廓线资料计算得到的温度平流廓线可以较好的反应大气稳定度情况,为判断降雪是否为对流性降雪提供可靠依据.在临近预报中加强风廓线和温度平流的监测,对临近转折性天气的预报有指示意义.     

江门地区雷电灾害易损性研究

通过对江门地区三区（蓬江、江海和新会）四市（鹤山、开平、恩平和台山）等7个区域城市雷暴易损性进行研究．提出有关描述雷暴易损性的新的指标和方法,并进行易损性区划。     

2020年和林格尔M_L4.5地震微震匹配定位及发震构造探讨

内蒙古和林格尔地处鄂尔多斯块体北缘阴山地震带内,历史上6级以上强震频发。2020年3月30日和林格尔发生M_L4.5地震,打破了自2005年以来阴山地震带M_L4.0以上地震的长期平静。研究此次地震序列的发震构造对区域应力状态和地震危险性分析有重要作用,然而内蒙古地震台网台站较为稀疏,相对于华北其他地区地震监测能力较低,对和林格尔地震序列的分析造成不利影响。本文采用匹配定位检测方法(ML)检测区域台网目录遗漏的微震,并对检测到的地震事件进行精定位。匹配定位方法共检测到序列中可定位的地震事件61个,约为台网目录的1.3倍,可定位地震约为台网目录的2.9倍。地震序列重定位结果中余震整体呈现NE向的分布,与使用CAP方法得到主震震源机制NE向节面走向基本一致,破裂为正断走滑型,显示和林格尔M_L4.5地震序列发震构造为NE走向、NW倾向的拉张性断层。结合计算结果和区域地震地质构造特征,认为M_L4.5地震序列发震构造为NE走向的岱海-黄旗海盆地南缘断裂。     

A GRB Follow-up System at the Xinglong Observatory and Detection of the High-Redshift GRB 060927

A gamma-ray burst (GRB) optical photometric follow-up system at the Xinglong Observatory of National Astronomical Observatories of China (NAOC) has been constructed. It uses the 0.8-m Tsinghua-NAOC Telescope (TNT) and the 1-m EST telescope, and can au-tomatically respond to GRB Coordinates Network (GCN) alerts. Both telescopes slew rela-tively fast, being able to point to a new target field within ～ 1 min upon a request. Whenever available, the 2.16-m NAOC telescope is also used. In 2006 the system responded to 15 GRBs and detected seven early afterglows. In 2007 six GRBs have been detected among 18 follow-up observations. TNT observations of the second most distant GRB 060927 (z = 5.5) are shown, which started as early as 91 s after the GRB trigger. The afterglow was detected in the combined image of the first 19 × 20 s unfiltered exposures. This GRB follow-up system has joined the East-Asia GRB Follow-up Observation Network (EAFON).     

闽江河口湿地典型植物群落及交错带植硅体碳分布特征研究

湿地既是"碳汇"也是"碳源",研究发现,碳可以被长久稳定地封存在植硅体内,不同植物的植硅体封存碳的能力有明显差异。选取闽江河口鳝鱼滩湿地芦苇群落、短叶茳芏群落、互花米草群落及交错带为研究对象,研究这3种植物植硅体碳(Phytolith-Occluded Carbon,简称PhytOC)含量和储量的空间变化特征和影响因素,探讨PhytOC含量在纯群落和交错带的差异,为研究植物竞争和碳循环过程提供依据。结果表明:受水文条件、植物生长和空间扩展等影响,闽江河口湿地植物PhytOC含量整体表现为近岸区高于近海区,PhytOC储量表现为纯群落高于交错带。PhytOC含量依次表现为芦苇纯群落(4.14 mg/g) > 交错带芦苇(3.67 mg/g) > 与芦苇交错的短叶茳芏(3.08 mg/g) > 互花米草纯群落(2.70 mg/g) > 与互花米草交错的短叶茳芏(1.96 mg/g) > 交错带互花米草(1.86 mg/g) > 短叶茳芏纯群落(1.75 mg/g)。短叶茳芏与芦苇相互扩展中短叶茳芏植物整体及各器官PhytOC含量均升高,而与互花米草相互扩展时短叶茳芏除了根系、茎以外各器官PhytOC含量均下降。3种植物各器官在交错带中PhytOC储量分配比明显不同于纯群落,根系PhytOC储量的分配比上升,提高了根系竞争力。芦苇、短叶茳芏、互花米草通过植硅体封存的碳储量分别占植物碳储量的0.27%、0.15%和0.07%,但植物间的扩展过程影响了植物的PhytOC储量,其中短叶茳芏与互花米草形成的交错带中短叶茳芏下降幅度最高(56.29%),互花米草下降幅度最低(26.15%)。由此可见,植物的空间扩展对植物PhytOC含量、储量以及在不同器官的分配比都有一定的影响,短叶茳芏在与芦苇和互花米草竞争时分别采取不同的PhytOC分配机制。     

考虑时空效应软土地区深基坑开挖变形分析

以天津软土地区某深基坑工程为背景,对基坑开挖过程中不同工况下支护桩深层水平位移、支护桩竖向位移、周边建筑竖向位移、周边地表竖向位移的现场监测数据进行归纳总结,分析其变化规律,对其所受到的时空效应的影响进行研究,研究结果表明:基坑开挖施工对支护桩及周边环境具有显著的时空效应影响,位移主要发生在土方开挖阶段,尤其是土方开挖阶段第三步,位移增量较大,变化速率较快,在基坑底板施工完成后,位移逐渐趋于稳定;支护桩深层水平位移呈现出"鼓肚"状变化趋势,位移最大值出现在开挖面附近;周边地表位移最大值点出现在距离基坑边6 m(即0.51H)位置处,位移变化曲线呈盆状,至基坑地下结构施工完成时,最大位移出现在DB2-3监测点,位移值为-22.7 mm,约为0.19H%;提出建议在基坑南侧和西侧采用桩锚支护结构取代原设计支护形式的优化措施,研究成果可为类似工程提供参考。     

p-y曲线对成层土体中大直径单桩的适用性研究

API规范推荐的p-y曲线是由均质土体得到的,并未考虑土层间相互作用,Georgiadis基于柔性桩提出了等效深度法修正p-y曲线,把均质土p-y曲线延伸到了成层土体中。为了研究p-y曲线和等效深度法对于大直径单桩在成层土体中的适用性,取4种典型地质条件:成层砂土、砂土-黏土-砂土、成层黏土和黏土-砂土-黏土,通过L-PILE软件计算了6 m直径单桩基础的p-y曲线、桩顶水平荷载-位移曲线、桩身位移和弯矩。并与ABAQUS建立的单桩基础三维有限元模型计算结果进行比较。结果表明等效深度法对于成层砂土影响不大;对于成层黏土影响较大;对于中间为软弱土层的成层土体,在荷载较大时影响显著,等效深度法计算结果更加接近FEM结果。在成层土体中,p-y曲线应用于大直径单桩对于砂土高估了初始刚度,低估了极限抗力;对于黏土则低估了初始刚度和极限抗力。