Quality control methods for KOOS operational sea surface temperature products

Sea surface temperature SST obtained from the initial version of the Korea Operational Oceanographic System(KOOS) SST satellite have low accuracy during summer and daytime. This is attributed to the diurnal warming effect. Error estimation of SST data must be carried out to use the real-time forecasting numerical model of the KOOS. This study suggests two quality control methods for the KOOS SST system. To minimize the diurnal warming effect, SSTs of areas where wind speed is higher than 5 m/s were used. Depending on the wind threshold value, KOOS SST data for August 2014 were reduced by 0.15°C. Errors in SST data are considered to be a combination of random, sampling, and bias errors. To estimate bias error, the standard deviation of bias between KOOS SSTs and climatology SSTs were used. KOOS SST data yielded an analysis error standard deviation value similar to OSTIA and NOAA NCDC(OISST) data. The KOOS SST shows lower random and sampling errors with increasing number of observations using six satellite datasets. In further studies, the proposed quality control methods for the KOOS SST system will be applied through more long-term case studies and comparisons with other SST systems.     

Influence of urban expansion on the urban heat island effect in Shanghai

The urban heat island (UHI) effect resulting from rapid urbanization is attracting increasing attention among the global scientific community. This research analyzed the relationship between urban expansion and the UHI effect utilizing an integrated approach, including urban land interpretation and retrieving land surface temperature based on remote sensing, and spatial overlay analysis for revealing the relationship for different time periods between 1984 and 2014 in Shanghai, China. The results show that (1) the spatiotemporal changes in UHI are consistent with the expansion of urban land, and rapid urban expansion leads to an expansion of the UHI, in particular along roadways. (2) The mode of urban expansion is an important factor influencing the UHI effect. Urban sprawl (urban expansion in the edge-expansion way) is a form of typical expansion that leads to the rapid increase in the UHI. When the urban compactness ratio is less than 0.15, a compact design can effectively control the expansion rate of the UHI and mitigate its range of influence and intensity. However, when the urban compactness ratio is greater than 0.15, the urban design has a marked influence on the UHI ratio index: a more compact form produces a stronger UHI effect. So, finding an equilibrium between urban compactness ratio and urban expansion rate is good for effective urban management and planning.     

不同刚度植物杆群对规则波传播及紊动特性影响研究

以不同刚度硅胶圆杆群为概化植物模型,测定其抗弯弹性模量,通过波浪水槽实验,研究规则波在不同刚度植物杆群内的流速分布、紊动特征及不同刚度杆群的消浪效果。实验结果表明,当波浪通过柔性杆群时,受其摆动的影响,流速周期变化从单峰型逐渐转变成双峰型,杆群刚度越小形成的二次波峰越明显;不同刚度杆群内水体紊动强度变化显示,杆群刚度越大,造成杆群内水体的紊动强度越大;随着杆群抗弯弹性模量的增大,其消浪系数也增大,消浪系数的增长与材料的抗弯弹性模量值非线性关系,而是在某一弹性模量范围内,对消浪系数的影响较为敏感。     

Failure Pressure Analysis of Corroded Moderate-to-High Strength Pipelines

Based on the elastic-plastic, large-deformation finite element method, burst capacity of steel pipeline with longitudinal corrosion defect subjected to internal pressure is studied. The appropriate stress-based criterion is used to predict the failure pressure of finite element model of corroded pipeline under internal pressure. By considering the pipe steel grades and geometries of corrosion defects, a series of finite element analyses is conducted. The effects of corrosion depth, length and width on burst capacity are also discussed. A specific failure pressure solution for the assessment of corrosion defects in moderate-to-high strength pipeline is proposed on the base of numerical results. The failure pressures predicted by the proposed method are in better agreement with the experimental results than the results by the other methods.     

南京湖山地区大石碑断层性质及成因探讨

南京湖山地区大石碑断层位于大石碑向斜北西翼,在北东方向人工开采的剖面上表现为正断层性质。通过对大石碑 断层及其附近断层和节理的构造要素测量分析、构造应力场求解等研究,文章认为该断层以右行平移断层为主,兼有正断 层的性质。印支期该区在北西-南东方向挤压构造应力场作用下,形成北东方向的褶皱（宁镇山脉）、北西方向的右行平移 断层和北北西方向左行平移断层,其中北西方向的右行平移断层在北东方向的剖面上表现出正断层的假象,是断层效应的 一个典型教学实例。     

微波等离子体原子发射光谱法测定偏远矿区海泡石中的主微量元素

海泡石是具有层状结构的含水富镁硅酸盐黏土矿物,其中无机元素含量是揭示其成矿物质来源、成矿流体性质和矿床成因的重要依据,通常采用电感耦合等离子体发射光谱/质谱法(ICP-OES/MS)进行测定,等离子体(ICP)的高温激发会产生成大量谱线干扰,维持ICP稳定工作需使用高纯氩气,持续供气对于偏远矿区海泡石的检测还将面对气体采购和运输不便的问题。本文基于微波等离子体原子发射光谱(MP-AES)的低温激发技术减少光谱干扰,建立了准确测定偏远矿区海泡石中主量元素Mg、Al、Ca、Fe、K、Na和微量元素Cu、Zn、Mn、Pb含量的分析方法。利用硝酸-盐酸-氢氟酸混合酸对海泡石进行微波消解,避免了样品处理过程中分析元素的损失,加快了样品处理速度,同时提高了样品溶液的稳定性。通过选择各元素光谱线的分析波长,并利用快速线性干扰校正(FLIC)技术校正光谱干扰,以Lu为内标元素校正基体效应,提高了灵敏度和准确度。各元素的检出限为0.19～14.6μg/L。海泡石国家标准物质(GBW07138)各元素测定值与认定值的相对误差在-5.0%～6.7%之间。本方法具有检出限低、线性范围宽、结果准确等优点;MP-AES采用自带的氮气发生器为等离子体提供氮气作为工作气,无需引入复杂气体,提高了分析效率,尤其适用于气体采购和运输不便的偏远矿区。     

铀矿勘查中MT数据提取极化信息可行性研究

铀矿勘查中大地电磁测深法(以下简称MT法)的应用十分广泛,而频率域电磁勘探中激电效应切实存在。激电参数作为反映岩、矿石电化学性质的参数,在地质解译过程中常常被认为是金属硫化物的局部富集。为了充分利用铀矿床MT数据辅助地质解译,需要从中提取具有多属性特征的激电参数,能否成功提取该参数一直以来备受关注。文章从激电异常识别和二维反演试算两方面来论述成功提取的可行性。结果表明,仪器能够采集到含矿岩体所产生的激电异常,反演试算结果能够还原理论模型的地下空间展布情况。从而论证了从铀矿床MT数据中提取极化率是可行的。     

全风化花岗岩地层中高固相离析浆液灌浆机理研究

全风化花岗岩地层稳定性差、遇水易发生崩解,工程上使用常规材料防渗加固注浆时效果较差。针对这一情况,依托湖南省郴州市莽山水库防渗加固灌浆项目,通过自主设计的全风化花岗岩地层注浆室内模拟试验装置,进行模拟注浆试验,实现了浆液在整个注浆过程中的扩散情况模拟,对不同注浆压力、不同位置点所取试样开展单轴抗压、抗剪强度及渗透率测试试验,对不同注浆压力下完整结石体取样观察,研究以全风化花岗岩颗粒为配方主体材料的高固相离析浆液在全风化花岗岩地层的防渗加固效果及浆液扩散模式。结果表明:该浆液在全风化花岗岩地层扩散过程中经历了渗透扩散、挤密压缩、劈裂扩展三个阶段,是一种复合注浆形式;以全风化花岗岩颗粒为主体的高固相离析浆液在全风化花岗岩地层注浆中效果显著,随着注浆压力提升,单轴抗压强度显著提升为原土体的3.25～13.67倍,抗剪强度在不同法向压力情况下提升为原土体的1.63～2.69倍,渗透系数从10?4 cm/s下降至10?5 cm/s甚至10?6 cm/s。     

岩溶坝基帷幕灌浆高注浆量控制措施与效果分析

帷幕灌浆是坝基防渗处理的一种常用技术手段,而岩溶地区因其岩溶发育致使岩溶裂隙和通道纵横交错,且难以获取其规律性,灌浆过程中往往会出现注浆量偏高的现象。为了能够既有效控制帷幕灌浆成本,又确保帷幕灌浆施工质量,就需要采用科学、合理、可靠的施工技术措施和手段,对高注浆量的情况进行重点控制和改进。本文结合某水电站岩溶坝基帷幕灌浆中突出的高注浆量现象,通过有针对性地从技术措施和控制手段等方面的综合探索与应用,最终达到了坝基防渗的目的,并最大限度地节约了帷幕灌浆的时间,有效控制了高材料消耗所带来的高成本问题,为类似项目的帷幕灌浆积累了一定的经验。     

定向钻进技术与装备在穿层定向长钻孔中的应用

针对硫磺沟煤矿工作面常规施工单孔深度不足、有效孔段短、钻进施工效率低、钻孔孔径小等诸多问题,提出采用窄体式ZDY4000LD（C）型履带钻机、第二代随钻测量系统（YHD2-1000（A）型）等附属定向设备进行穿层定向长钻孔成孔技术,以提高钻孔成孔精度、钻孔深度,增大钻孔孔径等参数,减小煤层因受采动影响,导致工作面瓦斯涌出量增大的问题。现场试验施工了4个大直径穿层定向长钻孔,孔深300 m以上钻孔成孔率达到100%,孔深最深399 m,最大钻孔孔径193 mm,钻进总进尺1581 m,平均孔深395.25 m,钻孔抽采效率显著增加。其中3号钻孔最大抽采混合流量8.3 m³/min,最大抽采纯量1.6 m³/min,瓦斯抽采浓度51%,瓦斯抽采效果显著。