Wind tunnel simulation experiment and investigation on the electrification of sandstorms

~~Wind tunnel simulation experiment and investigation on the electrification of sandstorms~~     

数值模拟方法驱动的数据流过套管电阻率测井技术

过套管电阻率测井在寻找剩余油、油藏动态监测方面是一种重要的测井技术.文中依据大数据流技术原理,建立以Hadoop架构为核心、集成仪器响应模拟、仪器关键参数设计、影响因素分析校正、岩石物理参数获取与测井评价为一体的过套管电阻率测井系统.这将打破了测井方法、仪器制造、测井采集、岩石物理与测井解释之间的部门界限,实现了不同用户实时访问统一的数据库,实时解决仪器刻度、数据采集与校正,以及综合解释中的岩石物理参数的选择等问题.基于"众包算法"实现测井解释专家的知识共享.根据过套管电阻率测井各种模拟方法特点,建立对应全空间、半空间、三层模型、径向分层纵向分层所对应不同地层模型所对应的解析法、传输线方程法、边界元、模式匹配法、有限元法所的优化高效模块,在系统中快速实现仪器响应分析、影响因素校正及仪器刻度等功能.实例表明,基于这种模拟方法驱动的大数据流过套管电阻率测井技术,能从过套管电测井数据源头上保证数据质量,从而准确求取剩余油饱和度,实现过套管测井地层评价,进而为油藏监测提供可靠的保证,最终为油藏开发方案的决策提供可靠依据.     

TSR promotes the formation of oil-cracking gases: Evidence from simulation experiments

TSR is an interaction between sulfate and hydrocarbons, occurring widely in carbonate reservoirs. Because this process can produce a large amount of noxious acidic gases like H2S, it has drawn seri- ous concern recently. This paper reports an experiment that simulated an interaction between different minerals and hydrocarbon fluids under different temperature and time using a confined gold-tube system. The results showed that the main mineral that initiates TSR is MgSO4, and adding a certain amount of NaCl into the reactive system can also promote TSR and yield more H2S. The H2S produced in TSR is an important incentive for the continuous oxidative degradation of crude oils. For instance, the yield of oil-cracking gases affected by TSR was twice of that not affected by TSR while the yield of TSR-affected methane was even higher, up to three times of that unaffected by TSR. The carbon iso- topes of wet gases also became heavier. All of the above illustrated that TSR obviously motivates the oxidative degradation of crude oils, which makes the gaseous hydrocarbon generation sooner and increases the gas dryness as well. The study on this process is important for understanding the TSR mechanism and the mechanism of natural gas generation in marine strata.     

Computer simulation of nearshore bar formation

A computer simulation model, developed from a conceptual model of sediment transport patterns associated with nearshore bars, is presented. The model simulates wave shoaling, breaking and reformation along a profile normal to the shore from deep water to the beach and determines rates and directions of sediment transport under wave orbital currents and rip cell circulation. The model successfully generates a barred profile from an initial planar profile and under most conditions achieves a state of dynamic equilibrium with sediment circulating across the bars. Input values for wave height, wave period, offshore slope and tidal range were varied in turn in order to determine their individual effect on the shape of the equilibrium profile formed. Breaker type—spilling or plunging—is incorporated in the model and also appears to be a significant factor in determining the shape of the equilibrium profile.     

The role of urban surfaces (permeable pavements) in regulating drainage and evaporation: development of a laboratory simulation experiment

Permeable pavements and similar stormwater control devices have not been exploited in the UK, in part because their adoption has been hindered by a lack of detailed knowledge of their hydrological performance. This paper describes a research programme that produced detailed information on the hydrological behaviour of a car park surface. The study involved the construction of full‐scale permeable pavement model car park structures and a rainfall simulator for use in the laboratory. A monitoring procedure was developed in order to measure inputs and changes in drainage, storage and evaporation over short and long time‐scales (2 hours to 3 months). A range of simulated rainfalls, which varied in intensity and duration, was applied to the model car park surfaces. Hydrological processes were monitored over an 18‐month period. Results demonstrated that evaporation, drainage and retention in the structures were strongly influenced by the particle size distribution of the bedding material and by water retention in the surface blocks. In general, an average of 55% of a one‐hour duration, 15 mm h⁻¹ rainfall event could be retained by an initially air‐dry structure. Subsequent simulations demonstrated that 30% of a one‐hour duration, 15 mm h⁻¹ rainfall event could be stored by an initially wet structure (with a minimum time interval between rainfall applications of 72 hours). Copyright © 1999 John Wiley & Sons, Ltd.     

江西省婺源县地质灾害现状与形成机制研究

婺源县是具有悠久历史的古县,也是江西省著名的旅游胜地。本文对其地质灾害现状与形成机制作了深入研究,为有计划地开展地质灾害防治,减少灾害损失,保护人民生命财产安全提供了技术依据。     

基于模拟优化与正交试验的库塘联合灌溉系统水资源调控

依托灌溉试验站田间降水-作物耗水-土壤水相互转化的长序列试验成果,构建灌区田间尺度水量蓄-耗-灌-排全过程的水资源模拟模块,结合系统仿真方法,建立库塘联合灌溉系统水量分配仿真模拟模型,以保障灌区基本需水(包括农村生活需水与生态环境需水)供水安全前提下的经济效益最大化为目标,运用正交试验选优原理,构建了库塘联合灌溉系统水资源优化调控模型,形成了基于仿真模拟与正交试验优化的库塘联合灌溉系统水资源优化调控技术体系,并应用于巢湖流域大官塘水库灌区,明确了灌区合理的工程布局规格与规模,确定了适宜的节水灌溉技术模式与灌溉制度,制定了塘坝和水库科学的调度规则,提出了具有可操作性的作物种植结构调整规则,提高了灌区径流拦蓄利用率,提升了塘坝和水库年际调蓄供水能力,增强了抗旱减灾能力,为巢湖流域水库灌区综合治理、库塘联合灌区水量分配方案、水库和塘坝调度规则及作物灌溉制度等地制定提供理论依据.     

白洋淀表层沉积物中有机氯农药和全多氯联苯的分布特征及风险评估

为了解白洋淀表层沉积物中有机氯农药(OCPs)和多氯联苯(PCBs)的污染情况,采用改进的GC-μECD方法对白洋淀11处沉积物进行了20种OCPs和全部209种PCB单体的定量检测和分析.结果显示:白洋淀11个沉积物样品共检出10种OCPs和24种PCBs,∑OCPs和∑PCBs的含量范围分别为1.22～52.45 ng/g(DW)和nd～37.61 ng/g,在国内处于中等水平; OCPs组成中以HCHs和Dieldrin(狄氏剂)为主,分别占到∑OCPs的39.9%和31.5%,其中7个采样点的HCHs以林丹输入为主,4个采样点以工业六六六污染为主.DDTs检出率较低,来源主要为历史残留;检出的PCB单体以低氯联苯为主,其中一氯、二氯和三氯联苯占∑PCBs的64.73%;采用沉积物质量标准法进行生态风险评估,结果表明白洋淀地区沉积物中p,p'-DDD和∑PCBs生态风险较低,Dieldrin生态风险尚需关注,γ-HCH生态风险较高,不容忽视.     

Field and computer simulation experiments on the formation of desert pavement

A series of rainfall simulation experiments was carried out at the Walnut Gulch Experimental Watershed, Tombstone, Arizona (31° 43′N, 110° 41′W), to observe the speed at which desert pavement surfaces could be re-established following disturbance. The results of these experiments, which consisted of repeated, 5 min rainfall events, demonstrate that pavements can reform within 10 events, which is compatible with observations of the recovery of surfaces under natural rainfall on an annual cycle. A model for the development of pavements by raindrop erosion processes had previously shown the importance of these processes. The rainfall simulation experiments were used to test the general applicability of this model. The model was able to reproduce the general characteristics of the regenerated surfaces and the timing of their development. However, details of the particle size fractions produced were less well simulated by the model. Testing of the sensitivity of the model to the sediment transport parameters suggests that this problem is not related to the soil characteristics, but is more likely to be an indication of a poor understanding of all the feedbacks operating in the raindrop erosion processes. Copyright © 1999 John Wiley & Sons, Ltd.     

流速对浮游藻类生长和种群变化影响的模拟试验

采集夏季崇明岛中心湖原水,在环形有机玻璃水槽开展了不同流速对浮游藻类生长和种群变化影响的研究.相对于静止水槽,实验前期不同的流速条件均对浮游藻类的生长产生了一定的抑制作用,实验后期浮游藻类叶绿素a含量均稳定在一定水平,且流动水槽中叶绿素a含量略大于静止水槽,这可能与静止围隔中出现大量枝角类浮游动物有关,而流动条件则抑制了浮游动物的生长,减轻了对浮游藻类的捕食压力.水体流动导致了浮游藻类种群的变化,蓝藻的迅速消失、绿藻和硅藻形成生长优势是主要特征,表明持续的流动条件是导致浮游植物种属减少和群落结构变化的直接原因.该研究可为调水引流在河道、湖泊和水库中的富营养化控制和水华防治提供基础依据.     

地裂缝破裂扩展的大型物理模拟试验研究

通过大型物理模拟试验,研究了具有正断层性质的隐伏地裂缝破裂扩展时,下伏断层位错引起上覆土体中的应力场和位移场等的变化规律,以及隐伏地裂缝向上破裂扩展模式和平、剖面结构特征,并对裂缝的破裂过程进行了分析;将模拟试验结果与西安地裂缝的破裂扩展模式及建筑物的破坏模式进行对比分析发现,模拟试验结果与西安地裂缝剖面结构不一致,但与地裂缝带上建筑物的破裂形式相一致,这证明了西安地裂缝的形成年代较为久远,是一种早就存在的接近地表的构造破裂面,过量开采地下水则使其重新开启而形成地表裂缝.大型物理模拟试验取得的重要成果对于揭示西安地裂缝的成因机理具有重要的指导意义.     

砖住宅楼系列模型地震模拟试验设计--多层砖房抗震性能三向振动台试验研究之一

为保障住户地震安全和进一步研究多层砖房的抗震性能,由企业出资与研究所合作,在三向振动台上进行以四幢砖住宅为一系列的模型试验.本文为其研究论文之一,着重阐述在系列模型的设计中和地震模拟试验中的关键技术以及试验的最终结果.     

裂缝性地层方位侧向测井响应数值模拟

为研究井周裂缝发育特征,本文提出一种新型方位侧向测井方法,利用三维有限元法,模拟裂缝的方位侧向测井响应.结果显示,深浅侧向电阻率幅度差异受裂缝倾角的控制,低角度缝为负差异,高角度缝为正差异;倾斜裂缝张开度的增大使测井响应值减小,方位电阻率差异增大;井周方位电阻率可反映裂缝方位产状,单一缝或裂缝密度较小时,沿裂缝走向的方位电阻率小,沿裂缝倾向的方位电阻率大;裂缝发育地层的测井响应显示宏观各向异性特征,但方位电阻率的差异显示发生反转现象,即沿裂缝走向/层理方向的方位电阻率大,沿裂缝倾向/垂直层理方向的方位电阻率小;对方位电阻率测井响应进行井周成像,直观显示了裂缝的产状和发育特征.

     

From the pore scale to the lab scale: 3-D lab experiment and numerical simulation of drainage in heterogeneous porous media

A well-controlled 3-D experiment with pre-defined block heterogeneities is conducted, where neutron tomography is used to map 3-D water distribution after two successive drainage steps. The material and hydraulic properties of the two sands are first measured in the laboratory with multistep outflow experiments. Additionally, the pore structure of the sands is acquired by means of image analysis of synchrotron tomography data and the structure is used for pore-scale simulation of one- and two-phase flow with Lattice-Boltzmann methods. This gives us another set of material and hydraulic parameters of the sands. The two sets of hydraulic properties (from the lab scale and from the pore scale) are then used in numerical simulations of the 3-D experiment.     

Characterization of polychlorinated biphenyls and brominated flame retardants in sediments from riverine and coastal waters of Surabaya, Indonesia

A total of 33 surficial sediments from riverine and coastal waters from Surabaya, Indonesia were analyzed for PCBs and BFRs. Concentrations of PCBs (62 congeners), PBDEs (14 congeners) and HBCDs (3 isomers) varied from <DL-420, <DL-35 and <DL-5.4 ng g⁻¹ dw, respectively. Higher concentrations of these compounds were found in riverine than coastal sediments. Their levels and distribution were influenced by proximity to the point sources and TOC. The predominant congeners were CB-153, -28, -138, -149, -180, -33 and BDE-209, -207, -206, -197, -196, -183, -99, -47 for PCBs and PBDEs, respectively, and γ-isomer for HBCDs. Debromination of BDE-209 might be taking place producing lower toxic congeners in sediment. Levels of PCBs in riverine sediments were comparable with some polluted areas worldwide, but PBDEs and HBCDs were lower. Hazard assessment of PCBs indicated possible toxic potential, particularly in areas close to point sources.     

利用俘获伽马能谱确定饱和度的可行性及蒙特卡罗模拟研究

脉冲中子伽马能谱测井是利用多探测器获取非弹性散射伽马、热中子俘获伽马能谱及伽马时间谱,通过C/O和地层宏观吸收截面来确定饱和度,但俘获伽马能谱的信息没有得到很好利用,在地层水矿化度较高的情况下,由于俘获伽马能谱的Si,Ca和H的能窗内总的伽马计数与Fe能窗内的伽马计数比值与含氯量有关,因此由俘获伽马能谱确定含水饱和度是可行的,利用MCNP(蒙特卡罗方法)模拟研究了三能窗计数与Fe能窗计数比值与饱和度、岩性、孔隙度、泥质含量、井眼持水率、地层水矿化度以及井眼套管等条件下的关系,为在高矿化度地区利用俘获伽马能谱确定饱和度的可行性在理论上提供了支持.     

地层渗透率与水合物含量关系的模拟研究(英文)

本文通过人工变换T2分布和建立管-球模型模拟法研究含水合物地层渗透率与水合物含量之间的关系。首先,在渗透率的模拟试验中,我们改变了束缚水与可动水的比例、总孔隙度以及与之关联的T2分布。试验结果表明,相对渗透率与水合物含量之间的关系受到这些因素的制约。随后,我们用管-球模型表示水合物生长的孔隙空间,并把水合物的生长过程看成是向孔隙空间随机扔小球的过程。在此过程中,采用两种方法计算渗透率,一是Schlumberger’sT2公式(即SDR模型),二是Darcy定律与Poiseuille流动方程相结合的方法。前人的实验研究表明,在一定的水合物含量范围内,渗透率基本保持不变。以此为参考,我们将计算结果与之进行比较。我们发现,采用SDR模型时,渗透率的数值模拟曲线与Masuda模型N=15时的结果相近。而采用Darcy定律时,渗透率模拟值较高,但与实验结果的趋势相一致,都会出现渗透率的平直阶段。尤其,当水合物晶体在孔隙体内优先生成时,优先的概率越高,渗透率的平直范围越大。     

Neotectonic activity and formation mechanism of the Yishu Fault Zone

On the basis of comprehensive analyses of fault textures and geometry, the active methods, stress field, mechanism and time of the Yishu Fault Zone during the neotectonic period are discussed in this paper. The results show that the Yishu Fault Zone is a major mobile belt since the Quaternary. It consists of four major active faults with reverse dextral slip. Their active intensity increases eastwards and southwards. Fault-slip data from many active faults in the fault zone demonstrate that ENE-WSW compression predominated in the neotectonic period. Detailed field investigation shows that formation mechanism of shallow, active faults in the Yishu Fault Zone includes direct boundary fault reactivity, buried fault propagation, and reactivity of antithetic and truncating faults. In most cases, shallow, active faults in the fault zone are developed through direct reactivity or upward propagation of the previous four graben boundary faults.     

电缆地层测试器测量的油水两相有限元模型

在电缆地层测试器的测量过程中，油水两相共渗的情况普遍存在，此时其测量过程的数学模型是非线性的耦合场问题，无法用解析方法求解.加上测量中存在抽吸探针与地层、井筒接触面几何形状复杂、探针与地层尺寸相差悬殊等问题，使得应用渗流力学中较为成熟的有限差分方法求解数学模型也不能获得理想的结果.本文应用适合于处理复杂几何形状计算的有限元方法，根据地层测试器测试过程中油水两相渗流的数学模型，首次建立了地层测试器测量油水两相渗流的有限元模型，给出了验证和求解的实例.运用本文所建立的计算模型可以更准确地模拟测试过程中压力和饱和度随时间和空间变化的情况,为正确使用地层测试器提供指导.     

Compensation of actuator delay and dynamics for real‐time hybrid structural simulation

Compensation of delay and dynamic response of servo‐hydraulic actuators is critical for stability and accuracy of hybrid experimental and numerical simulations of seismic response of structures. In this study, current procedures for compensation of actuator delay are examined and improved procedures are proposed to minimize experimental errors. The new procedures require little or no a priori information about the behavior of the test specimen or the input excitation. First, a simple approach is introduced for rapid online estimation of system delay and actuator command gain, thus capturing the variability of system response through a simulation. Second, an extrapolation procedure for delay compensation, based on the same kinematics equations used in numerical integration procedures is examined. Simulations using the proposed procedures indicate a reduction in high‐frequency noise in force measurements that can minimize the excitation of high‐frequency modes. To further verify the effectiveness of the compensation procedures, the artificial energy added to a hybrid simulation as a result of actuator tracking errors is measured and used for demonstrating the improved accuracy in the simulations. Copyright © 2007 John Wiley & Sons, Ltd.