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31.
We have developed an analytical treatment for the wave-induced response of a seabed with inhomogeneous permeability, by employing the boundary layer approximation. By assuming an exponential function for vertically distributed permeability, the inhomogeneous consolidation equation was formulated as Bessel's differential equation. Subsequently, we proposed some representative quantities for examining the effects of inhomogeneity of permeability. The main effects of inhomogeneity are that the boundary layer becomes thinner and the phase delay in the direction of depth becomes larger as the inhomogeneity becomes significant. In addition, it was shown that the boundary layer is properly evaluated by using the averaged permeability. 相似文献
32.
淄博煤矿矿坑排水的水化学特征及其形成机理的初步研究 总被引:6,自引:1,他引:6
本文讨论了淄博煤矿矿坑排水的水化学特征,指出了淄博南部和北部煤矿水化学成分的差异。通过矿坑水形成3个反应过程中水化学成分的计算,初步分析了矿坑水形成的机理:产酸作用与中和作用强度的不同是造成南、北煤矿水化学成分差别的主控机理,产酸作用的差异与煤层含硫量的高低密切相关;北部煤矿第二阶段的反应-铁氧化沉成矿 淀已进行完全或接近完全,而南部煤矿矿坑水仍富铁;参与中和作用的矿物有方解石、白云石及高岭石、绿 相似文献
33.
A Note on Soil Structure Resistance of Natural Marine Deposits 总被引:1,自引:1,他引:1
It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure. 相似文献
34.
两项新技术及其在海水苗种生产中的应用 总被引:4,自引:0,他引:4
本文介绍了两项新技术,用泡沫净化空气、海水和生物效应灯,及其在海水苗种生产中的应用。文中分别讨论了它们的原理、设计安装及使用效果。希望这两项新技术能够得到推广,以提高出苗率,增加海水苗种生产的经济效益。 相似文献
35.
基于WRF驱动的CLM模型对青藏高原地区陆面过程模拟研究 总被引:2,自引:2,他引:2
NCAR-CLM是目前国际上发展较为完善的陆面过程模型.鉴于大多数研究利用气象站点的数据驱动CLM模型, 尝试将WRF气候模型的模拟结果作为驱动CLM的面上强迫场数据来对青藏高原陆面能量特征进行模拟研究.对WRF气候模型模拟的输出结果与青藏高原气象站观测数据进行比较分析表明, WRF模拟输出的气温和向下短波辐射数值与观测值的相关系数大于0.92(p >0.05), 气压和比湿的R2在0.80以上(p >0.05), 降雨和风速的模拟性能不稳定, 但WRF模拟输出的强迫场也可以作为CLM模型的驱动数据. CLM模拟的地表温度、 感热和潜热通量与青藏高原气象站观测的地表温度以及涡度通量数据验证分析表明, 虽然CLM对地表温度的模拟在合理范围内, 但模拟与观测值还是有较大偏差, 潜热和感热之间的相关系数分别为0.87和0.68(p >0.05), 表明CLM的模拟结果在单点上是可靠的.据此, 在此模拟结果基础上分析了青藏高原地区的陆面能量时空分布特征. 相似文献
36.
水工隧洞高压固结灌浆的目的是加固隧洞围岩、封闭隧洞周边岩体裂隙,提高隧洞围岩的整体性和抗变形能力,增强围岩抗渗能力和长期渗透稳定性。主要介绍了引水隧洞在未进行混凝土衬砌的条件下实施高压防渗固结灌浆施工的试验及其成果,为该类洞段灌浆设计和施工提供依据。 相似文献
37.
Fishing, selection, and phenotypic evolution 总被引:10,自引:9,他引:10
38.
39.
A global positioning system and ground penetrating radar surveys is used to produce digital elevation models of the surface and bed of Brewster Glacier. These are used to derive maps of subglacial hydraulic potential and drainage system structure using three different assumptions about the subglacial water pressure (Pw): (i) Pw = ice overburden; (ii) Pw = half ice overburden; (iii) Pw = atmospheric. Additionally, 16 dye‐tracing experiments at 12 locations were performed through a summer melt season. Dye return curve shape, together with calculations of transit velocity, dispersivity and storage, are used to infer the likely morphology of the subglacial drainage system. Taken together, the data indicate that the glacier is underlain by a channelised but hydraulically inefficient drainage system in the early summer in which water pressures are close to ice overburden. By mid‐summer, water pressures are closer to half‐ice overburden and the channelised drainage system is more hydraulically efficient. Surface streams that enter the glacier close to the location of major subglacial drainage pathways are routed quickly to the channels and then to the glacier snout. Streams that enter the glacier further away from the drainage pathways are routed slowly to the channels and then to the snout because they first flow through a distributed drainage system. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
40.
《世界地质(英文版)》2008,11(4)
Pore water pressure has an important influence on mechanical properties of soil. The authors studied the characteristics of pore water pressure dissipating of mucky soil under consolidated-drained condition by using refitted triaxial instrument and analyzed the variation of pore pressure coefficient with consolidation pressure. The results show that the dissipating of pore water pressure behaves in different ways depends on different styles of loading. What is more, the pore water pressure coefficient of mucky soil is less than 1. As the compactness of soil increases and moisture content reduces, the value of B reduces. There is a staggered dissipating in the process of consolidation, in which it is a mutate point when U/P is 80%. It is helpful to establish the pore water pressure model and study the strength-deformation of soil in process of consolidation. 相似文献