弹道计算中的扰动引力影响研究

随着弹道导弹系统技术的不断改进,影响导弹精度的工具类误差已逐渐降低,地球重力场扰动引力已经成为影响导弹命中精度的主要因素。这里从3个方面分析了扰动引力对弹道的影响,模拟结果表明,对于射程为10000 km以上的远程导弹,扰动引力的影响会造成超过1 km的落点偏差;5×10-5m s-2的扰动引力系统性偏差对导弹落点有明显影响。因此,扰动引力对导弹落点的影响不容忽视。     

甚宽频带数字地震仪震级偏差的初步研究

仅对高台地震台数字地震仪记录的震级与标准震级的偏差问题进行了分析。     

自然与农田状态下照度计测光的偏差分析

根据色度基本原理，推导并计算了不同天气类型下照度的换算因数，并在不同天气类型下，对自然光和小麦群体不同高度透光情况进行了测定，将照度计实测照度换算出的辐射强度与实测辐射强度进行对比。结果表明：①前两种照度计可以在1、2级日光状况下用于太阳辐射测定而在3、4级日光状况下误差较大。②在作物田中，实测照度换算为辐射光量子数时，内活动面偏差比在0.2左右，而外活动面因光斑阴影作用，偏差较大，实测时应增加重复。     

高速铁路桥墩偏移整治工程线上监测及结果分析

高速铁路建成运营后,受外部因素的影响,如在桥墩一侧施工、堆载等,会造成桥墩发生偏移,影响线路的平顺性,严重威胁高速铁路行车安全,需对其进行纠偏整治。本文以某城际高铁K19段高架桥桥墩的偏移整治工程为例,在整治期间,对线上监测点和轨道线形监测,根据监测结果指导施工,直至达到纠偏目标。监测结果表明了监测方案的有效性、正确性,能够对施工起到较好的指导作用,且能够为纠偏是否达到目标提供可靠的判断依据。可为类似高速铁路的纠偏整治及线上监测提供良好的参考。     

某双向混凝土立交桥顶推法施工控制测量

文中所选立交桥为双向三车道桥梁,单幅为3跨105 m的箱型连续梁,重量3 400 t,横跨铁路线。对于跨铁路的桥梁建设,顶推法施工可最大限度地减少对交通的影响。桥梁重量大,所须牵引力约280 t,施工过程中对桥墩及其他建筑物产生的变形较大,施工前模拟施工状态,设计控制测量监控的基本方案,利用控制测量方法,对施工状态实时监测,预测变形及偏位、纠偏,使施工状态最大限度地接近理想状态。顶推到位后,轴向偏位满足1 cm的限差,桥墩变形基本满足施工规范的要求,最终顺利完成顶推过程。     

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.     

A late Holocene winter monsoon record inferred from the palaeo-aeolian sand dune in the southeastern Mu Us Desert, northern China

The variation of the Asian winter monsoonal strength has seriously affected the climate and environmental conditions in the Asian monsoonal region, and even in marginal islands and the ocean in the East Asian region. However, relevant understanding remains unclear due to the lack of suitable geological materials and effective proxies in the key study areas. Here, we present a grain-size record derived from the palaeo-aeolian sand dune in the southeastern Mu Us Desert, together with other proxies and OSL dating, which reflect a relatively detailed history of the winter monsoon and abrupt environmental events during the past 4.2 ka. Our grain-size standard deviation model indicated that >224 μm content can be considered as an indicator of the intensity of Asian winter monsoon, and it shows declined around 4.2-2.1 ka, enhanced but unstable in 2.1-0.9 ka, and obviously stronger since then. In addition, several typical climate events were also documented, forced by the periodic variation of winter monsoonal intensity. These include the cold intervals of 4.2, 2.8, 1.4 ka, and the Little Ice Age (LIA), and relatively warm sub-phases around 3.0, 2.1, 1.8 ka, and the Medieval Warm Period (MWP), which were roughly accordant with the records of the aeolian materials, peat, stalagmites, ice cores, and sea sediments in various latitudes of the Northern Hemisphere. Combined with the previous progresses of the Asian summer monsoon, we preliminarily confirmed a millennial-scale anti-correlation of Asian winter and summer monsoons in the Late Holocene epoch. This study suggests that the evolution of the palaeo-aeolian sand dune has the potential for comprehending the history of Asian monsoon across the desert regions of the modern Asian monsoonal margin in northern China.     

山东黄金西岭勘查区深部勘探孔防斜与纠斜措施

西岭勘查区金矿找矿工作已全面进入勘探阶段,勘查区网度为80 m×80 m,对于钻孔质量要求十分严格：终孔靶点偏差不超过勘探网度的四分之一,即不超过20 m。对于西岭勘查区设计孔深均超过1500 m（部分钻孔设计甚至超过2500 m）的钻孔而言,这种要求远远超过地质岩心钻探规程要求。山东黄金地勘公司根据多年深孔施工经验,在防斜与纠斜方面均取得了一些突破,自主研发了钻具扶正器、独创了钻孔纠斜法,形成了一套实用的钻孔质量保证措施。     

哈萨克斯坦科扎萨伊油田优快钻井技术

哈萨克斯坦科扎萨伊油田钻井地质环境复杂,储层位于盐下,钻遇的地层层系多,地层性质差异大,具多套压力系统。钻井过程中发生地层漏失、坍塌、掉块及盐膏层蠕变等复杂情况,严重影响了钻井时效和钻井安全。针对这些技术难题,开展了油田井身结构、井身质量、提速潜力、高效钻头等分析与优化,提出了预弯曲钻具高倾角地层井斜控制技术、混合钻头减震提速技术,以及PDC-孕镶块复合钻头高研磨性地层提速技术。现场应用取得了较好的效果,平均机械钻速提高50%以上,钻井周期缩短28%。     

随钻测斜技术现状与发展趋势

在桩基领域,随着基础设施建筑对桩基础承载能力和桩孔垂直度的质量控制要求越来越高,现有常规桩基成孔监测技术已不能满足要求;在钻探领域,随着深井、超深井、科学钻探井及水平井的成井要求越来越高,由于地层因素、工艺技术等导致的实际钻孔轨迹偏离设计轨迹的井斜问题愈发突出,井斜的监控变得越来越严格,现有仪器已不能很好地满足钻孔轨迹测量的高精度要求。针对上述问题,本文梳理了随钻测斜技术发展现状,并结合地质岩心钻探、旋挖桩孔施工工艺特点,提出实现绳索取心钻探钻孔轨迹和大直径长钻孔灌注桩孔垂直度高精度实时监测的方案,这一思路的推广将对指导施工操作、保证钻孔/桩孔的整体质量产生积极影响。