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针对矩形网格模型的声波层析成像检测结构混凝土存在的主要问题:1)矩形网格无法充分模拟结构混凝土的速度间断面、2)射线追踪面临穿到凹多边形检测区域之外或穿越内部预留空洞的风险,本文研究了三角网声波层析成像检测技术.依据Delaunay三角剖分的优化准则,结合波前法对模型进行三角剖分;采用"基于波前最小走时单元的三角网射线追踪全局算法"计算声波初至时、追踪射线路径;应用代数重构技术求解层析成像反演控制方程,得到模型的速度分布.数值模拟及应用实例表明,三角网声波层析成像,模型参数化灵活、速度间断面描述准确,射线追踪可靠性强、精度高,反演成像分辨率高、更接近实际结构形态,适应具有复杂几何边界和内部结构的结构混凝土的质量检测. 相似文献
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为克服矩形网速度间断面及边界描述精度差的缺点,本文提出了一种基于波前最小走时单元的三角网射线追踪算法.该算法用三角单元剖分速度模型,把与波前面相邻、处于振动状态的三角单元称为波前单元,从源点所在单元开始构造由波前单元组成的波前单元域;1)选域中最小走时三角单元为当前单元;2)它先与相邻三角单元振动传递,再进行相邻单元各自内部节点的传递、并将处于振动状态的相邻单元扩展为波前单元;3)然后确认当前单元的振动状态、决定其在波前单元域中的去留,以此三步循环进行波前单元域的扩展及节点的最小走时和次级源搜索,直至波前单元域在剖分区域的消亡;最后利用各节点最小走时和次级源,通过最小走时搜索,拾取从接收点到源点的射线路径.数值模拟表明,该算法的模型剖分灵活性强,对速度间断面的描述准确,追踪结果精度高. 相似文献
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近地表地层与人类生产生活密切相关,利用地震层析成像方法准确重建浅部地壳速度结构有助于开展高精度地震勘探、探查浅部矿产资源、规避潜在自然灾害,并利于城市地下空间建设.中国大陆地表条件复杂,尤其中西部盆岭结合带地形起伏剧烈,对浅部地壳精确速度建模构成严重挑战.本文系统论述了地震层析成像领域基于高频近似理论的走时成像方法和有限频层析成像方法,阐明两类方法的基本原理、存在问题和发展方向等.依据正演走时有无显式射线追踪,基于高频近似理论的走时成像方法分为传统走时层析成像方法和无射线路径的走时层析成像方法.基于射线追踪的传统走时层析成像方法,在浅层速度强烈变化时,因存在阴影区或多路径现象引起成像失真,严重影响成像效率;而无射线路径的层析成像方法通过程函方程走时场的正传和逆传直接计算敏感核,并利用伴随状态法获得目标函数的梯度,具有快速、稳健的优点.以上两种基于地震射线高频近似理论的走时成像方法由于未考虑地震波频率的带限性,存在波散射、波前愈合及反演约束差等问题.有限频层析成像方法克服了射线理论"无限高频"假设所带来的弊端,已成为重要的研究方向之一.该类方法主要分为射线有限频层析成像方法和基于波动方程的有限频层析成像方法.射线有限频层析成像方法能够提高成像的分辨率,但在方法本质上仍依赖于射线理论,较难处理较复杂的波现象问题;基于波动方程的有限频层析成像方法能准确处理复杂地质问题,提高成像可靠性并能以图像形式直观展示地球内部地震波的速度结构分布,但是该方法在实际应用中强烈依赖于数据中的低频信息及较精确的初始速度模型,其推广应用仍需进一步探索. 相似文献
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地震层析成像技术是研究地层速度结构的一个重要手段，该技术是利用震源到接收点的地震波走时或波形的观测数据，结合建立的数学物理模型来重建地层速度结构。而层析成像正演模拟的精度将直接影响反演出的速度与地层真实速度的拟合度，因此找出一种精度较高的层析成像正演模拟算法是非常重要的。本文针对三维层状介质，通过网格化模型，采用最小走时射线追踪方法展开层析成像正演研究，分别采用三角形网格、矩形网格和六边形网格进行模型参数化，并对比分析各自正演结果的精度，总结出针对三维层状介质模型的最佳网格划分方式。 相似文献
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《地球物理学进展》2017,(3)
为了解决复杂速度模型中的走时正、反演问题,例如:含不规则起伏地表、不规则地下波阻抗界面、以及不规则速度异常体的复杂地学模型,本文采用三角网格单元模型参数化下的分区多步改进型最短路径算法,实现了多震相地震射线的追踪计算,结合共轭梯度法求解带约束的阻尼最小二乘反演问题,实现了多震相走时联合同时反演成像的方法技术.当界面起伏较大时出现散射,从而造成散射点所在区域射线密度过密,导致该区域内速度和界面的过度更新.为了克服上述问题,我们在同时反演中引入了射线密度的概念,从而有效地解决了上述过度更新问题.数值模拟实验表明:采用三角网格单元进行模型参数化,可保证在复杂模型中的正演计算具有较高的计算精度;同时反演中可以准确地刻画不规则异常体和不规则反射界面.因此,本文提出的走时成像方法技术具有较广的实用价值. 相似文献
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三维地质模型中地震波共轭梯度非线性走时反演 总被引：2，自引：0，他引：2
地震体波走时层析成像是探测地球内部速度结构的重要方法之一。基于三维块状建模以及三角形拼接的界面描述方式，结合快速高效的逐段迭代射线追踪方法，获得三维复杂地质模型中的地震射线路径与走时信息，采用共轭梯度非线性反演算法，进行地震波走时反演。实验结果表明共轭梯度反演算法在三维层状模型中具有较高的有效性。 相似文献
11.
Steady flow to a well near a stream with a leaky bed 总被引：2，自引：0，他引：2
We present an explicit analytic solution for steady, two-dimensional ground water flow to a well near a leaky streambed that penetrates the aquifer partially. Leakage from the stream is approximated as occurring along the centerline of the stream. The problem domain is infinite and pumping on one side of the stream induces flow on the other side. The solution includes the effects of uniform flow in the far field and a sloping hydraulic head in the stream. We use the solution to investigate the interaction between ground water and surface water in the stream, the effects of pumping on the opposite side of the stream, and the effects of the leaky streambed on the capture zone envelope of the well. We develop a relationship between parameters such that the pumping well will not capture water from the stream, or from the opposite side of the stream. When the discharge of the well is large enough to capture water from the stream, the shape of the capture zone envelope depends on flow conditions on the side of the stream opposite the well. 相似文献
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A guided wave along a borehole is often observed in borehole radar measurements. These guided waves deform the antenna pattern and can cause artefacts in radar measurements. A water-filled borehole or a conducting logging cable can function as a waveguide for electromagnetic waves under some conditions. We describe the theoretical characteristics of such a guided wave in a borehole and compare them with our experiments. The measured signal discussed was obtained with a directional borehole radar. This radar uses a cylindrical conformal array antenna as receiver and is a model of a conducting structure in a borehole. The induced field around the borehole was compared with the theory. The most fundamental symmetrical and asymmetrical modes were TM01 and HE11, and they were identified in the measured signals using time–frequency distribution analysis and by observation of the azimuthal field distribution of the magnetic field. 相似文献
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《地震研究进展（英文）》2021,1(3):100059
At present, substantial scientific research achievements have been made in the research on landslide occurrence, movement mechanism, mitigation measures, and structural stability during tunnel excavation. However, the interaction mechanism of a tunnel under-traversing a slope body with potential landslides is still not well understood. Based on the field data provided by previous investigations in the study area, six sets of 1:100 laboratory experiment model tests were conducted to study the stability of the landslide-prone zone of the slope body with an under-traversing tunnel. The selected distances between the tunnel and the sliding surface are 1.5, 3, and 5 times of the tunnel diameter, respectively. The experiment results show the interaction between the landslide-prone zone and the tunnel, elucidating the effect of potential landslides during the tunnel excavation process and the reaction of the landslide slip on the tunnel structure. Several conclusions are obtained: ① During the process of tunnel excavation, the vertical displacement of the tunnel vault decreases with the increase of the buried depth. ② The vertical displacement of the sliding surface increases with the increase of the buried depth of the tunnel. The horizontal displacement of sliding surface decreases with the increase of the buried depth. ③ After the occurrence of a rainfall-induced landslide, the vertical displacement of the tunnel vault in the 1.5-diameter-distance case is 57.29% greater than that in the 3.0-dismeter-distance case.④ For a two-cave tunnel, it is suggested that the cave farther from the landslide toe should be firstly excavated since it may generate less structural deformation. 相似文献
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Compared performance of a conceptual and a mechanistic hydrologic models of a green roof 总被引：1，自引：0，他引：1
In order to investigate the hydrologic response of a green roof system within the urban environment, a monitoring campaign is carried out at the green roof site of the University of Genova (Italy). Experimental data confirm that the green roof is able to significantly mitigate the generation of runoff with median values of retained volume and peak reduction, respectively, equal to 94 and 98%. A conceptual linear reservoir and a simple mechanistic (Hydrus‐1D) models are implemented to simulate the hydrologic behaviour of the system; each model is calibrated and validated based on experimental data collected at the green roof site. The hydrographs simulated with both hydrologic models reproduce with acceptable matching capabilities the experimental measurements, as confirmed by the Nash‐Sutcliffe Efficiency index generally greater than 0·60. Although the relative percentage differences evaluated for the selected hydrograph variables (the total effluent volume, the peak flow rate and the hydrograph centroid) demonstrate that the mechanistic model is more accurate, prediction errors of the conceptual model are generally limited when compared with the observed hydrologic performance. Results of the present comparison are useful in supporting conceptual model selection in case the hydrologic response is addressed for hydrologic performance assessment. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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One of the aims of sewer networks is the protection of population against floods and the reduction of pollution rejected to the receiving water during rainy events. To meet these goals, managers have to equip the sewer networks with and to set up real-time control systems. Unfortunately, a component fault (leading to intolerable behaviour of the system) or sensor fault (deteriorating the process view and disturbing the local automatism) makes the sewer network supervision delicate. In order to ensure an adequate flow management during rainy events it is essential to set up procedures capable of detecting and diagnosing these anomalies.
This article introduces a real-time fault detection method, applicable to sewer networks, for the follow-up of rainy events. This method consists in comparing the sensor response with a forecast of this response. This forecast is provided by a model and more precisely by a state estimator: a Kalman filter. This Kalman filter provides not only a flow estimate but also an entity called ‘innovation’. In order to detect abnormal operations within the network, this innovation is analysed with the binary sequential probability ratio test of Wald. Moreover, by crossing available information on several nodes of the network, a diagnosis of the detected anomalies is carried out. This method provided encouraging results during the analysis of several rains, on the sewer network of Seine-Saint-Denis County, France. 相似文献
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P. S. Deshwal 《Pure and Applied Geophysics》1971,85(1):107-124
Summary The problem of diffraction of compressional waves by a rigid barrier of finite height fixed in a liquid half space has been studied. Wiener-Hopf technique forms the basis of the methods used to solve the problem. Exact solutions have been obtained in terms of Fourier integrals whose evaluation along an appropriate contour gives the transmitted, reflected and diffracted waves. The diffracted waves decay rapidly away from the barrier. 相似文献
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Andrea D'Aniello Massimiliano Fabbricino Daniela Ducci Domenico Pianese 《Ground water》2020,58(4):598-610
The potential environmental impacts on subsurface water resources induced by unconventional gas production are still under debate. Solving the controversy regarding the potential adverse effects of gas leakages on groundwater resources is therefore crucial. In this work, an interesting real-world case is presented in order to give further insight into methane multiphase and transport behavior in the shallow subsurface, often disregarded compared to the behavior in the deep subsurface. Multiphase flow and solute transport simulations were performed to assess the vulnerability of an existing shallow unconfined aquifer with respect to a hypothetical methane leakage resulting from a well integrity failure of a former deep geothermal well. The analysis showed that migration of gaseous methane through the aquifer under examination can be extremely fast (of the order of a few minutes), occurring predominantly vertically upwards, close to the well. By contrast, dissolved methane migration is largely affected by the groundwater flow field and occurs over larger time scales (of the order of months/years), covering a greater distance from the well. Overall, the real concern for this site in case of gas leakages is the risk of explosion in the close vicinity of the well. Predicted maximum gaseous fluxes (0.89 to 22.60 m3/d) are comparable to those reported for leaking wells, and maximum dissolved methane concentrations may overcome risk mitigation thresholds (7 to 10 mg/L) in a few years. Therefore, surface and subsurface monitoring before decommissioning is strongly advised to ensure the safety of the site. 相似文献
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《Limnologica》2021
A physical, chemical and biological characterization of river systems is needed to evaluate their ecological quality and support restoration programs. Herein, we describe an approach using water chemistry, physical structure and land use for identification of a disturbance gradient existing in the Karun River Basin. For this purpose, at each site, physical structure and physico-chemical data were collected once in each season for a total of 4 samples during the period (October 2018 - September 2019). Principal components analysis (PCA) of 17 variables identified five variables that were influential across all seasons: conductivity, total habitat score, stream morphology, clay & silt, and sand. Of the 54 sites, 14, 26 and 14 sites were classified as least, moderate and most disturbed sites, respectively. The metric Ephemeroptera, Plecoptera and Trichoptera (EPT) taxa was used for validation of the classification. Results in different seasons showed that all the least disturbed sites (n = 14) were significantly different from moderate and most disturbed sites (p < 0.01). In this study the validation process presented good confirmation of a priori reference sites selection, showing that the proposed criteria could be considered as appropriate tools for characterization of the existent disturbance gradient in the Karun River Basin. 相似文献
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Abolfazl Rezaei Mohammad Zare Ezzatollah Raeisi Reza Namdar Ghanbari 《Ground water》2013,51(2):305-312
Kaftar Lake is a high‐altitude fresh water lake located in High Zagros, south of Iran. Despite the high annual evaporation to precipitation ratio in the area, lake water electrical conductivity is usually lower than 1000 µS/cm, this may be due to high seepage from the floor of the lake. Therefore, the hypothesis of possible underground connections between Namdan Basin, where the lake is located, and the surrounding basins with lower elevation (Aspas and Dehbid Basins) was investigated. Hydrogeology, hydrochemistry, and stable isotopes data of the lake and surrounding basins along with the lake water balance study were applied to test the hypothesis. Results indicate that Kaftar Lake has no connection with Aspas Basin in south, but it is hydraulically connected to Dehbid Basin. In Dehbid Basin, “Ghasr_e_Yaghoob spring” (average discharge ?1200 L/s) emerges from a small outcrop (about 0.8 km2) of Daryan limestone Formation, where this outcrop is much smaller than the required recharge area for such average discharge rate. The study shows that this spring is recharged by Kaftar Lake and Namdan Basin aquifer, through Daryan Formation of Gandboee Syncline located to the northern part of the lake. 相似文献