位场各阶垂向导数换算的新正则化方法   总被引：3，自引：1，他引：2       下载免费PDF全文

曾小牛  李夕海  贾维敏  刘代志 《地球物理学报》2015,58(4):1400-1410

位场垂向导数大量应用于位场数据处理与解释中.当前广泛采用的位场各阶垂向导数换算方法为基于Laplace方程并结合波数域和空间域方法的具有递推特性的ISVD(integrated second vertical derivative)算法.本文在位场垂向导数换算的正则化方法和径向平均功率谱的基础上,提出一种位场各阶垂向导数换算的新正则化方法.新正则化方法仅需通过分析位场径向平均功率谱来确定一个截止波数,即可稳定换算位场各阶垂向导数.理论模型和实测数据实验结果表明:(1)新正则化方法物理意义明确、计算简单,且各阶垂向导数换算的稳定性和精度明显优于ISVD算法;(2)在用新正则化方法求得各阶垂向导数的基础上,利用泰勒级数法可以获得大深度、高精度的位场向下延拓结果.  相似文献   

中国房间空气调节器行业节能减排潜力分析     

刘援  王雷  韵晋琦 《气候变化研究进展》2015,11(3):205-211

2012年,中国房间空气调节器（空调器）保有量约为3.57亿台,依据抽样调查数据计算得到保有量装机容量,采用各省市夏季平均温度估算超过26℃的时间作为运行时间计算得出年电力消耗约3.28×1011 kW?h,折合碳排放约为318 Mt CO₂当量。由于空调器国内需求量将进一步增长,预计到2030年保有量将达到当前的4～5倍。在电力结构不变情景下,空调器总体能效提高1倍,2030年空调器电力消耗产生的温室气体排放约为603 Mt CO₂当量。假设空调器总体能效提高1倍、高能效产品消费比例进一步提高并伴随中国能源结构调整,如水电、核电、太阳能等低碳能源比例不断提高,在满足中国空调器需求的前提下,2030年中国空调器电力消耗产生的温室气体排放可以争取控制在当前的水平。  相似文献   

Burying receivers for improved time‐lapse seismic repeatability: CO2CRC Otway field experiment          下载免费PDF全文

Valeriya Shulakova  Roman Pevzner  J. Christian Dupuis  Milovan Urosevic  Konstantin Tertyshnikov  David E. Lumley  Boris Gurevich 《Geophysical Prospecting》2015,63(1):55-69

4D seismic is widely used to remotely monitor fluid movement in subsurface reservoirs. This technique is especially effective offshore where high survey repeatability can be achieved. It comes as no surprise that the first 4D seismic that successfully monitored the CO₂ sequestration process was recorded offshore in the Sleipner field, North Sea. In the case of land projects, poor repeatability of the land seismic data due to low S/N ratio often obscures the time‐lapse seismic signal. Hence for a successful on shore monitoring program improving seismic repeatability is essential. Stage 2 of the CO2CRC Otway project involves an injection of a small amount (around 15,000 tonnes) of CO₂/CH₄ gas mixture into a saline aquifer at a depth of approximately 1.5 km. Previous studies at this site showed that seismic repeatability is relatively low due to variations in weather conditions, near surface geology and farming activities. In order to improve time‐lapse seismic monitoring capabilities, a permanent receiver array can be utilised to improve signal to noise ratio and hence repeatability. A small‐scale trial of such an array was conducted at the Otway site in June 2012. A set of 25 geophones was installed in 3 m deep boreholes in parallel to the same number of surface geophones. In addition, four geophones were placed into boreholes of 1–12 m depth. In order to assess the gain in the signal‐to‐noise ratio and repeatability, both active and passive seismic surveys were carried out. The surveys were conducted in relatively poor weather conditions, with rain, strong wind and thunderstorms. With such an amplified background noise level, we found that the noise level for buried geophones is on average 20 dB lower compared to the surface geophones. The levels of repeatability for borehole geophones estimated around direct wave, reflected wave and ground roll are twice as high as for the surface geophones. Both borehole and surface geophones produce the best repeatability in the 30–90 Hz frequency range. The influence of burying depth on S/N ratio and repeatability shows that significant improvement in repeatability can be reached at a depth of 3 m. The level of repeatability remains relatively constant between 3 and 12 m depths.  相似文献   

Nonstationary stochastic response of structural systems equipped with nonlinear viscous dampers under seismic excitation   总被引：1，自引：0，他引：1       下载免费PDF全文

Enrico Tubaldi  Ioannis A. Kougioumtzoglou 《地震工程与结构动力学》2015,44(1):121-138

Nonlinear viscous dampers are supplemental devices widely used for enhancing the performance of structural systems exposed to seismic hazard. A rigorous evaluation of the effect of these damping devices on the seismic performance of a structural system should be based on a probabilistic approach and take into account the evolutionary characteristics of the earthquake input and of the corresponding system response. In this paper, an approximate analytical technique is proposed for studying the nonstationary stochastic response characteristics of hysteretic single degree of freedom systems equipped with viscous dampers subjected to a fully nonstationary random process representing the seismic input. In this regard, a stochastic averaging/linearization technique is utilized to cast the original nonlinear stochastic differential equation of motion into a simple first‐order nonlinear ordinary differential equation for the nonstationary system response variance. In comparison with standard linearization schemes, the herein proposed technique has the significant advantage that it allows to handle realistic seismic excitations with time‐varying frequency content. Further, it allows deriving a formula for determining the nonlinear system response evolutionary power spectrum. By this way, ‘moving resonance’ effects, related to both the evolutionary seismic excitation and the nonlinear system behavior, can be observed and quantified. Several applications involving various system and input properties are included. Furthermore, various response parameters of interest for the seismic performance assessment are considered as well. Comparisons with pertinent Monte Carlo simulations demonstrate the reliability of the proposed technique. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Development of ST:REAM: a reach‐based stream power balance approach for predicting alluvial river channel adjustment          下载免费PDF全文

Chris Parker  Colin R Thorne  Nicholas J Clifford 《地球表面变化过程与地形》2015,40(3):403-413

River channel sediment dynamics are important in integrated catchment management because changes in channel morphology resulting from sediment transfer have important implications for many river functions. However, application of existing approaches that account for catchment‐scale sediment dynamics has been limited, largely due to the difficulty in obtaining data necessary to support them. It is within this context that this study develops a new, reach‐based, stream power balance approach for predicting river channel adjustment. The new approach, named ST:REAM (sediment transport: reach equilibrium assessment method), is based upon calculations of unit bed area stream power (ω) derived from remotely sensed slope, width and discharge datasets. ST:REAM applies a zonation algorithm to values of ω that are spaced every 50 m along the catchment network in order to divide the branches of the network up into relatively homogenous reaches. ST:REAM then compares each reach's ω value with the ω of its upstream neighbour in order to predict whether or not the reach is likely to be either erosion dominated or deposition dominated. The paper describes the application of ST:REAM to the River Taff in South Wales, UK. This test study demonstrated that ST:REAM can be rapidly applied using remotely sensed data that are available across many river catchments and that ST:REAM correctly predicted the status of 87.5% of sites within the Taff catchment that field observations had defined as being either erosion or deposition dominated. However, there are currently a number of factors that limit the usefulness of ST:REAM, including inconsistent performance and the need for additional, resource intensive, data to be collected to both calibrate the model and aid interpretation of its results. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

用微振动勘探方法探测隐伏断裂构造   总被引：1，自引：0，他引：1       下载免费PDF全文

范小平  李细兵  赵启光  宋浩  戴波  张帅帅 《地震学报》2015,37(1):134-143

介绍了运用微振动勘探方法探测隐伏断裂构造的方法和思路,并对郯庐断裂带两条分支断裂进行了试验性勘探．通过与人工地震勘探结果对比分析,发现微振动勘探方法对隐伏断裂构造具有较好的空间定位能力,其对岩性差异面形成的断裂定位误差与人工地震勘探结果相当; 又因其具有较大的勘探深度,因而可以有效揭示勘探区域下方地层及断裂的空间分布特征及其接触关系,这对于识别和确定断裂构造的主破裂面具有重要意义. 但微振动勘探方法对地层或断裂构造细节特征的揭示能力较差．因此,在实际地层或断裂勘探中,宜采用人工地震勘探方法与微振动勘探方法相结合的方式确定断裂的深浅构造关系,可以用微振动勘探方法进行普查,在确定断裂初步位置及空间展布特征后,再选用人工地震勘探方法进行断裂精确定位．   相似文献   

卫星红外遥感技术在我国环保领域中的应用与发展分析     

赵少华  王桥  游代安  姚云军  朱利  随欣欣  张丽娟  李静 《地球信息科学学报》2015,17(7):855-861

本文较为系统地分析了卫星红外遥感技术在我国秸秆焚烧、沙尘、气溶胶、颗粒物、灰霾等大气环境遥感监测,水华、水质参数、水表温度、热污染、核电厂温排水等水环境遥感监测,以及土壤含水量、地表温度、干旱、城市热岛效应等生态环境遥感监测的应用。同时,指出目前国产卫星红外载荷业务化应用程度不高、辐射定标能力不足、应用反演算法原创性不强、地面观测和试验验证能力不足等问题;并提出需大力发展国产红外传感器、提高辐射定标能力、发展国内原创监测算法、建设大型环保应用综合试验场等建议,以促进红外遥感技术在环境保护领域的应用和发展。  相似文献   

基于TRACK的GPS海浪测量方法     

王俊杰  何秀凤  刘焱雄 《大地测量与地球动力学》2015,35(5):768-770

针对现有GPS海浪测量技术的不足,提出基于TRACK的GPS海浪测量方法,即利用TRACK解得海上载体高精度的垂向位移,经浪潮分离提取海浪信号,采用周期图法估计海浪信号的功率谱,计算海浪要素。利用实测数据进行实验,结果表明,平均波高和平均周期与测波仪结果差异分别小于2 cm和0.25 s,验证了本文方法的有效性。  相似文献   

轴向荷载作用下管与软土相互作用模型试验     

王建华  杨召焕 《岩土力学》2015,36(Z1):61-65

开展室内模型试验研究了PE涂层足尺管道在软弱黏土中发生纵向位移时静置时间、加载速率以及土层不排水抗剪强度3个因素对轴向摩擦特性的影响。研究表明,管与软黏土纵向相互作用的抗力-位移曲线存在硬化型和软化型两种形式,前者的峰值摩擦阻力一般出现在加载过程的最后阶段,而后者的峰值摩擦阻力则出现在相对位移为（0.005～0.02）D（D为 管直径）范围内;试验测得的峰值摩擦系数取值介于0.12～0.23之间,且该值比美国API规范推荐值偏小;管土纵向峰值摩擦系数与加载速率成正相关关系,且加载速率对抗力-位移曲线类型无显著影响;常见的不排水抗剪强度范围内,土层的不排水抗剪强度值越低,纵向摩擦系数越大。上述结论可为海底埋设管线与软黏土纵向相互作用摩擦系数的确定提供参考依据。  相似文献   

软土地基上影响预应力钢筒混凝土管相对转角关键因素研究     

孙立强  张京京  李恒  闫澍旺  霍知亮 《岩土力学》2015,36(Z1):293-298

预应力钢筒混凝土输水管线(PCCP)已广泛应用于地下输水工程,特别是南水北调工程。管道接口属于半刚性结构,相邻管道可产生一定的自由转角,在自由转角范围内两管之间不会产生内力。当相对转角大于自由转角时,两管会产生相互作用力,作用力过大会导致PCCP管的破坏,如何有效地控制不均匀软土地基上相邻管道转角成为研究管道安全的关键问题之一。首先分析了导致PCCP管线产生相对转角的机制,结合现场试验和数值分析对控制PCCP管线相对转角的关键因素进行研究。研究表明,相对转角的敏感因素为管道底部碎石垫层厚度、腰部以下砂垫层（砂包角）厚度和压实度,随着碎石垫层厚度增大、砂垫层（砂包角）厚度和压实度增加,管线相对转角降低,通过控制这3个因素可有效控制PCCP管的相对转角。研究成果可为软土地基上PCCP输水工程设计提供依据和指导。  相似文献