A local control system for the test masses of the Virgo gravitational wave detector     

《Astroparticle Physics》2004,20(6):617-628

The mirrors of interferometric detectors of gravitational waves (GW) are suspended in order to be isolated from external disturbances. A local control system able to keep them correctly aligned and to damp the angular modes of the suspension is necessary. In this paper we present the solution adopted for Virgo based on a CCD camera sensor and on digital controls. With this solution the mirrors are kept aligned at the level of less than 1 μrad rms, enough to lock the interferometer and start the automatic alignment system.  相似文献   

Extension of the Griffith's fracture criteria to saturated clays     

K.M. Dgu  M. Souli  B. Ladanyi 《国际地质力学数值与分析法杂志》2003,27(4):275-288

Inglis [1] has solved the problem of distribution of stress in an elastic plate around an elliptical hole. His works clarify the role of cracks in the failure of an elastic material. However, his solution cannot be applied to saturated clay because he considers only total stresses, while, in saturated clay, the criterion of rupture should be expressed in terms of effective and not total stresses. The solution of Atkinson and Craster [2] using Biot's poroelasticity theory, shows that there is no high pore pressure in the vicinity of the crack tips for saturated clay. The major difference between this approach and the Biot's theory of is that, in saturated clay, strain is a function of the variation of the effective stress [3], while, in poroelastic media, strain is only a function of the variation of the total stress [4, Equation 2.2]. Also in their solution there is continuity between the pore fluid and the inner fluid in the crack. Their solution is valid for poroelastic media involving a movement of the pore fluid. In our solution there is no movement of the pore fluid (Undrained condition). In this paper we have solved the same problem as Inglis [1], but for the particular case of saturated clay obeying elastic law. By solving this problem we obtained the expressions for pore pressure, effective stress, total stress and displacements. The results show that not only the total stress but also the pore pressure and the effective stress are also high in the vicinity of the crack tips. A new failure criterion, based on Griffith's strain energy principle [5] and maximum tensile stress [6], valid for saturated clay is developed in this paper. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

冲湖积平原水源地的水文勘测     

皇甫行丰  赵汉伟 《河南国土资源》1997,(3)

本文系统地阐述了冲湖积平原水源地水文勘测工作方法及要求，结合小杨庄水源地指出了水文勘测工作的重要性。  相似文献   

A simple method using climatic variables to estimate canopy temperature,sensible and latent heat fluxes in a winter wheat field on the North China Plain     

L. Li  Q. Yu  Z. Su  C. van der Tol 《水文研究》2009,23(5):665-674

Estimation of evapotranspiration from a crop field is of great importance for detecting crop water status and proper irrigation scheduling. The Penman–Monteith equation is widely viewed as the best method to estimate evapotranspiration but it requires canopy resistance, which is very difficult to determine in practice. This paper presents a simple method simplified from the Penman–Monteith equation for estimating canopy temperature (T_c). The proposed method is a biophysically‐sound extended version of that proposed by Todorovic. The estimated canopy temperature is used to calculate sensible heat flux, and then latent heat flux is calculated as the residual of the surface energy balance. An eddy covariance (EC) system and an infrared thermometer (IRT) were installed in an irrigated winter wheat field on the North China Plain in 2004 and 2005, to measure T_c, and sensible and latent heat fluxes were used to test the modified Todorovic model (MTD). The results indicate that the original Todorovic model (TD) severely underestimates T_c and sensible heat flux, and hence severely overestimates the latent heat flux. However, the MTD model has good capability for estimating T_c, and gives acceptable results for latent heat flux at both half‐hourly and daily scales. The MTD model results also agreed well with the evapotranspiration calculated from the measured T_c. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

填埋场单井注气气体压力监测试验及预测模型     

金佳旭  朱磊  刘磊  陈亿军  姚远  高腾飞  李若欣 《岩土力学》2023,44(1):259-267

确定填埋场注气过程中气体压力分布特征可为好氧通风工程提供关键技术和理论支撑。以现场单井注气试验为依托,在渗流力学理论的基础上,开展了不同注气强度条件下气体压力分布监测试验,分析了注气过程中气体压力的径向分布特征,推导了注气条件下垃圾土体内部以解析解形式表达的气体压力预测（analytical gas pressure prediction,简称AGPP）模型;结合现场气体压力监测结果,构建了以注气井压力为核心参数的经验公式形式的气体压力预测（empiricalgaspressure prediction,简称EGPP）模型。试验结果表明：低压注气强度也可以达到良好的注气效果,在较短时间内可以让气体充满注气井周围;通过现场监测数据与AGPP模型、EGPP模型的对比,初步验证了两种模型的可靠性。以上成果为预测和评估好氧通风过程中垃圾填埋场气体压力分布提供了新方法。  相似文献   

沟谷地形对高填方拱涵涵周土压力影响研究     

冯忠居  王思琦  王溪清  王泽国  潘放  成圆梦  李军 《岩土力学》2023,44(1):119-130

沟谷地形下高填方涵洞土压力分布规律较为复杂,不同沟谷地形下涵周土压力分布规律与上埋式涵洞差异显著。为探明沟谷地形对高填方拱涵涵周土压力的影响,采用离心模型试验与数值模拟方法,建立了地形-涵洞-填土的相互作用模型,分析了不同沟谷宽度B、沟谷坡度α下的拱涵涵周土压力及涵顶土压集中系数Ks的分布规律,并与最新涵洞设计规范进行了对比,阐述了沟谷地形下高填方拱涵土压力形成机制。研究表明：（1）沟谷宽度B对涵顶土压力集中系数Ks影响显著,沟谷宽度B为4D～6D,D为拱涵的净跨径,涵顶土压力集中系数Ks增幅较大;（2）沟谷宽度B小于4D时,可发挥沟谷地形对涵洞的减载作用;（3）沟谷坡度α在45°～60°时,涵顶土压力及其Ks变化最显著;（4）填土高度为20m,α>70°时,Ks≤1。填土高度为40m,α>50°时,Ks≤1;(5)我国最新涵洞设计规范推荐的Ks与离心模型试验、数值模拟规律存在一定差异,当α=45°时,沟谷宽度B较小时,规范的涵顶土压力集中系数Ks较为保守;（6）沟谷地形下高填方拱涵Ks与拱顶压密区、等压面的形成有关。拱顶压密区可引起拱涵涵顶土压力集中,并引起压密区周边土体...  相似文献   

卸荷-增孔压条件下花岗岩残积土的力学特性     

舒荣军  孔令伟  周振华  简涛  李甜果 《岩土力学》2023,(2):473-482

建（构）筑物因土中孔隙水压力升高而失稳破坏的情形屡见不鲜,常剪应力增孔压试验是相关研究的常用手段,但迄今鲜见考虑施工期开挖卸荷影响的试验研究。为探究初始卸荷对花岗岩残积土增孔压过程力学行为的影响,在常规增孔压试验中增加了初始卸荷阶段,开展了一系列考虑初始卸荷程度和卸荷滞时影响的卸荷-增孔压试验,分析土体变形、屈服和强度特性的初始卸荷效应与卸荷滞时效应,并与常规增孔压试验结果对比以揭示初始应力路径的影响。试验结果表明：增孔压过程的变形发展具有明显的阶段性,土体屈服后因其剪胀潜势和变形迅速而产生负超静孔压增量,有效平均应力转而增大;初始卸荷对增孔压过程土体力学性能具有明显的劣化作用,表现为刚度与屈服强度均随初始卸荷程度的增大而衰减;与被动压缩这种“加荷”式应力路径相比,初始卸荷的不利影响更为显著;土体力学性能的劣化随卸荷滞时的增长而加剧;屈服摩擦角随初始卸荷程度的增大逐渐减小,但始终大于临界状态摩擦角。  相似文献   

A Numerical Simulation Study of Temperature and Pressure Effects on the Breakthrough Pressure of CO2 in Unsaturated Low-permeability Rock Core     

HU Zhikai  LI Yi  LI Qi  DIAO Yujie  MA Xin  LIU Hejuan  FENG Guanhong  WANG Fugang  YU Qingchun 《《地质学报》英文版》2023,97(3):911-924

Gas breakthrough pressure is a key parameter to evaluate the sealing capacity of caprock, and it also plays important roles in safety and capacity of CO2 geological storage. Based on the published experimental results, we present numerical simulations on CO2 breakthrough pressure in unsaturated low-permeability rock under 9 multiple P-T conditions (which can keep CO2 in gaseous, liquid and supercritical states) and thus, a numerical method which can be used to accurately predict CO2 breakthrough pressure on rock-core scale is proposed. The simulation results show that CO2 breakthrough pressure and breakthrough time are exponential correlated with P-T conditions. Meanwhile, pressure has stronger effects on experimental results than that of temperature. Moreover, we performed sensitivity studies on the pore distribution index λ (0.6, 0.7, 0.8, and 0.9) in van Genuchten-Muale model. Results show that with the increase of λ, CO2 breakthrough pressure and breakthrough time both show decreasing trends. In other words, the larger the value of λ is, the better the permeability of the caprock is, and the worse the CO2 sealing capacity is. The numerical method established in this study can provide an important reference for the prediction of gas breakthrough pressure on rock-core scale and for related numerical studies.  相似文献   

西昆仑山前柯深—柯东地区断裂传递型超压的识别与计算          下载免费PDF全文

王祥  王冰  马海龙  王斌  娄洪  屈洋  雷鸣  刘一锋 《地质学报》2023,97(3):888-896

西昆仑山前柯深—柯东地区断裂构造活动剧烈,在浅部地层中存在压力系数高达2.1的极高超压,对于这种超压分布特征和形成机制的研究和认识对钻井工程和油气运移研究具有十分重要的意义。综合储层实测压力、间接估算的泥岩地层压力以及超压地层岩石力学与物性的关系等资料,并结合研究区断裂发育条件和油气运移史,分析了地层压力分布特征和主控机制。结果表明,西昆仑山前柯深和柯东两地区在古近系—白垩系储层中各自形成了相对统一的异常压力系统,系统内地层压力向深部以静水压力梯度增加,储层压力大于附近泥岩压力。研究区储层压力分布特征与深部流体沿开启性断裂的向上传递密切相关。在此基础上,估算了压力传递量,并探讨了影响压力传递量的地质因素。柯深和柯东地区断裂传递增压量分别为15.0～34.0 MPa和8.1～16.5 MPa,与实测总剩余压力的比值分别为24.2%～67.2%和23.4%～53.7%。两个地区断裂传递增压量的差异主要受断裂发育及其与地层的空间配置关系的影响。  相似文献   

天然气水合物地层相变微胶囊固井水泥浆研究     

吴祖锐  郑明明  颜诗纯  周珂锐  张亚伟 《地质论评》2023,69(Z1):500-502

  相似文献