弯曲河段床面分形特征及床面阻力试验研究   总被引：1，自引：0，他引：1       下载免费PDF全文

江磊  陈立  周银军  闫涛 《水科学进展》2011,22(4):502-508

根据概化水槽试验的结果,引入河床表面分形维数(以下简称BSD)用于河床表面形态的量化研究,并对BSD的计算方法、弯曲河道的分形特征及BSD值的大小与床面阻力的关系进行了探讨.结果表明,BSD的大小在大尺度上能够反映河段在纵向上的深泓起伏程度和横向的滩槽差,在小尺度上能反映河床表面相对的冲淤幅度,即弯曲河段床面具有明显的...  相似文献   

新生界松散含水层抽水试验止水方法的研究——以祁东煤矿南部采区水文地质探查工程为例     

王海波 《地下水》2011,(6):5-6

两淮煤田绝大部分是被厚数百米的新生界松散层掩盖,其中含有若干个含水层,为掌握这些含水层的富水性和水文地质特征,需要对含水层进行抽水试验.新生界松散含水层抽水试验止水方法有多种,通过对祁东煤矿南部采区水文地质探查工程SQ9孔新生界底部“四含”抽水试验止水方法的研究,提出了一种简便而有效的止水方法.  相似文献   

双排抗滑桩中单桩侧向承载实验     

马清文  宋书志  孔纪名 《地质灾害与环境保护》2011,22(3):78-83

通过室内模型实验,研究有无联系梁、联系梁厚度以及排间距对抗滑桩抗滑性能的影响.双排桩组合有联系梁时的抗滑承载力超出无联系梁的40％;联系梁强度能满足变形要求时,其厚度或刚度的增加对加强抗滑性能的作用不大;排间距较小的支护结构侧向承载力较大.  相似文献   

典型红层地区地下水的补、径、排关系探讨——以重庆市荣昌县为例          下载免费PDF全文

陈启国  郑万模  常小军 《沉积与特提斯地质》2011,(3):107-112

典型红层严重缺水地区地下水补径排的关系如何？浅表层分化裂隙水补给来源和途径如何？是我们在实施红层找水工作中最为关心的问题。本文以重庆荣昌县为研究区,结合地下水1：5万水文地质调查工作,采用氢氧同位素测年方法,较为系统地研究了地下水的补给、径流、排泄循环关系和地下水储存规律,得出红层浅层地下水主要补给为大气降水,其次是地表水体。具有就地补给、就近排泄的循环特点。地下水总的富集规律是低山、岭、丘贫水,沟、谷、洼地富水。地貌是浅层地下水富集的主控因素。  相似文献   

储层流动单元研究在油田老区挖潜中的应用——以吉林油田乾146区块开发为例     

苗长盛  董清水  张旗  崔大勇  许圣传  王敏雪 《吉林大学学报(地球科学版)》2011,41(1):39-45

吉林油田乾146区块经多年开采,已经进入高含水、高采出阶段。通过储层流动单元研究,运用多参数模糊聚类方法将该区高台子油层由好至差划分为A、B、C、D、E 5类储层流动单元。查明了区内主要目的层系各含油小层的储层流动单元发育特征:40、39小层主要发育A、B类优质储层流动单元,42、41、38小层则以C、D、E类储层流动单元为主,各小层储层流动单元类型及展布与初始产能吻合度较高,表明储层流动单元类型的差异是控制本区油气分布的重要因素之一。综合油藏地质特征及油田开发动态数据,对各储层流动单元的注采渗流体系进行了深入剖析,归纳总结出乾146区块高台子油层XII砂组中剩余油分布的5条规律,据此在剩余油分布预测区部署了1口扩边井和2口老区加密井,投产后分别获得了11.2t/d、5.5t/d和8.6t/d的初始产能。  相似文献   

柴北缘含煤区地层测井物性特征分析     

潘语录 《中国煤炭地质》2011,(12):42-45

以柴达木盆地北缘的鱼卡煤田为例,对含煤地层中的各种岩性的测井响应特征进行分析,认为该区的地球物理特征属＂简单易区别＂型,即煤岩层的物性差异较大,物性条件较好,不同岩性在伽马-伽马、自然伽马、电阻率等测井曲线上的特征明显,根据曲线的变化幅度、峰值高低等曲线特征,可有效进行煤岩层划分与对比。根据实际测井解释成果,对侏罗系上统红水沟组、采石岭组、侏罗系中-下统大煤沟组的页岩段、上含煤段及下含煤段等标志层段的测井曲线组合特征进行了描述。  相似文献   

抗拔桩变形分析与有效桩长预测   总被引：1，自引：0，他引：1  

郑大龙 《上海国土资源》2011,32(2):75-78

以抗拔桩变形的理论分析为基础,选择双曲线荷载传递函数对桩的极限侧阻力进行合理取值,通过迭代法得到桩身受力情况,由此预测抗拔桩的＂有效桩长＂。结合工程实例进行了计算验证,证明该方法具有实用价值和推广意义。  相似文献   

Propagation of water waves over permeable rippled beds     

Ching-Jer Huang  Chih-Hsin Chen 《Ocean Engineering》2011,38(4):579-591

Unsteady two-dimensional Navier-Stokes equations and Navier-Stokes type model equations for porous flow were solved numerically to simulate the propagation of water waves over a permeable rippled bed. A boundary-fitted coordinate system was adopted to make the computational meshes consistent with the rippled bed. The accuracy of the numerical scheme was confirmed by comparing the numerical results concerning the spatial distribution of wave amplitudes over impermeable and permeable rippled beds with the analytical solutions. For periodic incident waves, the flow field over the wavy wall is discussed in terms of the steady Eulerian streaming velocity. The trajectories of the fluid particles that are initially located close to the ripples were also determined. One of the main results herein is that under the action of periodic water waves, fluid particles on an impermeable rippled bed initially moved back and forth around the ripple crest, with increasing vertical distance from the rippled wall. After one or two wave periods, they are then lifted towards the next ripple crest. All of the marked particles on a permeable rippled bed were shifted onshore with a much larger displacement than those on an impermeable bed. Finally, the flow fields and the particle motions close to impermeable and permeable beds induced by a solitary wave are elucidated.  相似文献   

On the criteria for the initiation of motion in tidal inlets,deterministic and stochastic approaches     

Morteza Kolahdoozan  Hanifeh Imanian  Roger A. Falconer 《Coastal Engineering》2011

Details are given herein of the refinement and application of a three-dimensional layer integrated numerical model to predict morphological changes in tidal basins. The solution of governing differential equations, which consist of the conservation of mass and momentum for the hydrodynamics, the transport equation for the suspended sediment fluxes and the sediment mass conservation equation for the bed level changes are carried out by the use of Alternating Direction Implicit (ADI) Finite Difference Method (FDM). The model includes different criteria for the initiation of motion namely Shields (1936, Application of Similarity Principles and Turbulence Research to Bed load Movement, Hydrodynamics Laboratory, California Institute of Technology, Pub. No. 167), Kolahdoozan (1999, Numerical Modelling of Geomorphological Processes in Estuarine Waters, PhD Thesis, Department of Civil and Environmental Engineering, University of Bradford, Bradford, UK, 288) and Zanke (2003, On the Influence of Turbulence on the Initiation of Sediment Motion, International Journal of Sediment Research, 18(1), 17–31), to compare different aspects of flow conditions. As the flow is highly turbulent with the random nature of its components, many researchers have tried to express sediment transport processes by using stochastic approaches. In the current study both deterministic and stochastic methods are included in the numerical model to evaluate their accuracy and efficiency. To validate the numerical model results, laboratory measurements are used, with these being obtained from an earlier experimental program undertaken by the authors. Results of a short term bed level changes in a laboratory model harbor are included for the model verification purposes. Comparisons are undertaken using different criteria for the initiation of motion, with the results highlighting that the unsteadiness in the flow parameters included in the numerical model has a major effect on the bed level changes inside the harbor, in compare with the turbulence structure of the flow. The model is then applied to a real case study of the Humber Estuary, located in the UK, with comparisons being undertaken for different criteria for the initiation of motion, using both deterministic and stochastic approaches for the long term bed level predictions.  相似文献   

Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times     

Giovanni Cuomo  Rodolfo Piscopia  William Allsop 《Coastal Engineering》2011

When waves break against seawalls, vertical breakwaters, piers or jetties, they abruptly transfer their momentum into the structure. This energy transfer is always spectacular and perpetually unrepeatable but can also be very violent and affect the stability and the integrity of coastal structures. Over the last 15 years, increasing awareness of wave-impact induced structural failures of maritime structures has emphasised the need for a more complete approach to dynamic responses, including effects of impulsive loads. At the same time, movement of design standards toward probabilistic approaches requires new statistical tools able to account for uncertainties in the variability of wave loading processes. This paper presents a new approach to the definition of loads for use in performance design of vertical coastal structures subject to breaking wave impacts.  相似文献