论山区高速公路运营期三坡工后评估及排查工作的必要性          下载免费PDF全文

李勇  庄生明  黄文洁 《探矿工程》2018,45(8):112-115

针对目前高速公路建设形成的“三坡”( 路基边坡、桥梁基坑边坡、隧道进出口仰坡)在运营期间发生的各类地质灾害现象,提出了高速公路“三坡”的工后评估与排查,为高速公路正常运营、地质灾害防治措施等方面提出建设性意见。  相似文献   

Controls on structural styles along the deformation front of the Subandean zone of southern Bolivia     

《Journal of Structural Geology》2015

The Subandean zone of southern Bolivia is a typical thin-skinned fold and thrust belt with remarkable regularity in the geometry of the structures. However, when the structural geometry and evolution are analyzed in detail, it is verified that there are many deviations from such regularity. In this paper, special emphasis has been placed on analyzing those processes that could explain the along strike variations in structural styles of the deformation front.Particularly, the role that played the upper detachment level in the development of the different structural styles observed along the deformation front is analyzed herein. This analysis is focused on the development of overpressures, which may have been essential for the activation of the detachment level in the Devonian shales of the Los Monos Formation. To do this, we made a series of 1D petroleum system models at different locations along the deformation front. This analysis allowed to model primary gas generation and secondary cracking — processes that are related to overpressure occurrence, and therefore, to the efficiency of the upper detachment level. The models suggest a close relationship between thermal evolution of the foreland basin and generation of gas, with different structural styles observed at the deformation front. Thus, it was possible to divide the deformation front of the southern Subandean zone into two distinct segments. In the northern segment, where models suggest that gas generation and overpressures of the Los Monos Formation would be well developed, the existence of composite roof duplexes is verified. On the other hand, where the models suggest that generation of gas in the Los Monos Formation would be limited, the upper detachment level is not involved in the deformation, and the existence of fault bend fold structures is verified.  相似文献   

基于多波束测深系统的RTK三维水深测量技术应用研究     

王宝江 《北京测绘》2014,(6):48-51

多波束测深系统因为具有测量面积大、速度快、精度高、成图自动化等诸多优点,而得到广泛应用。但是传统多波束系统作业需要进行验潮,因而受客观条件以及人员配备等因素影响较大。笔者以自身参加的项目为例,对基于多波束测深系统的RTK三维水深测量技术作业方法、测量精度等进行了介绍,为该技术的推广应用得出了一些有益的结论。  相似文献   

Rapid tidal marsh development in anthropogenic backwaters     

Brian Yellen  Jonathan Woodruff  Caroline Ladlow  David K. Ralston  Sarah Fernald  Waverly Lau 《地球表面变化过程与地形》2021,46(3):554-572

Tidal marsh restoration and creation is growing in popularity due to the many and diverse sets of services these important ecosystems provide. However, it is unclear what conditions within constructed settings will lead to the successful establishment of tidal marsh. Here we provide documentation for widespread and rapid development of tidal freshwater wetlands for a major urban estuary as an unintended result of early industrial development. Anthropogenic backwater areas established behind railroad berms, jetties, and dredge spoil islands resulted in the rapid accumulation of clastic material and the subsequent initiation of emergent marshes. In one case, historical aerial photos document this transition occurring in less than 18 years, offering a timeframe for marsh development. Accretion rates for anthropogenic tidal marshes and mudflats average 0.8–1.1 and 0.6–0.7 cm year⁻¹, respectively, equivalent to two to three times the rate of relative sea level rise as well as the observed accretion rate at a 6000+ year-old reference marsh in the study area. Paired historical and geospatial analysis revealed that more than half of all the tidal wetlands on the Hudson River were likely triggered by anthropogenic development since the onset of the industrial era, including two-thirds of the emergent cattail marsh. These inadvertently constructed tidal wetlands currently trap roughly 6% of the Hudson River's sediment load. Results indicate that when sediment is readily available, freshwater tidal wetlands can develop relatively rapidly in sheltered settings. The study sites serve as useful examples to help guide future tidal marsh creation and restoration efforts.  相似文献   

GPS无验潮多波束水下地形测量技术的分析与应用     

何广源  吴迪军  李剑坤 《地理空间信息》2013,11(2):155-156,159

介绍了GPS无验潮多波束水下地形测量的基本原理及方法要点。以琼州海峡跨海通道工程水下地形测量为例,对GPS潮位修正及多波束水深测量结果进行了分析。结果表明,综合运用GPS RTK和多波束测深技术进行宽水域水下地形测绘,可有效提高测量精度和工作效率。  相似文献   

Threshold of erosion of submarine bedrock landscapes by tidal currents     

Neil C. Mitchell  John M. Huthnance  Thierry Schmitt  Brian Todd 《地球表面变化过程与地形》2013,38(6):627-639

Since sea level stabilized 7000 yr bp , shelf seas experiencing semi‐diurnal tides will have been affected by streaming four times per day. If tidal erosion of bedrock were even only marginally efficient, the ~10 million streamings since then should have left geomorphological imprints. We examine high‐resolution multibeam sonar data from three areas with extreme tidal currents. The Minas Passage (Bay of Fundy) experiencing 8‐knot surface tidal currents was surveyed in 2007 with a multibeam sonar. In an area near to transverse dunes, which are evidence for bedload transport, the data show local overhanging surfaces near to the sediment‐rock contact, potentially created by abrasion by saltating particles. However, they are uncommon. In the Straits of Messina, where surface currents reach 10 knots, surveying revealed ridges lying oblique to the flow that are not obviously broken into separate outcrops by erosion. In the Bristol Channel, UK, sonar data collected where currents reach 3·4 knots at 1·5 m above the bed reveal outcrops of limestone with superimposed sand dunes, but only minor rounding of blocks. Holocene tidal currents have apparently been generally ineffective at eroding bedrock. We examine this issue further by compiling extreme tidal streams around the UK and from them estimate shear stresses, representing a macro‐tidal environment where peak surface currents reach 9·7 knots. Those data are compared with shear stresses in mountainous rivers where long‐term rates of erosion are comparable with tectonic uplift rates and are thus geomorphologically significant. Whereas river stresses reach 10²–10³ Pa, the largest tidal stresses are generally 10¹ and only rarely approach 10² Pa, too small for quarrying to operate generally. However, the vertical faces in the Minas Passage may represent the onset of abrasion. Given this limited evidence for abrasion, we explore conditions in the geological past for tides that may have locally eroded bedrock. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

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C. LOUMAGNE  M. NORMAND  M. RIFFARD  A. WEISSE 《水文科学杂志》2013,58(1):162-163

Abstract

This paper develops a new analytical solution for the aquifer system, which comprises an unconfined aquifer on the top, a semi-confined aquifer at the bottom and an aquitard between them. This new solution is derived from the Boussinesq equation for the unconfined aquifer and one-dimensional leaky confined flow equation for the lower aquifer using the perturbation method, considering the water table over-height at the remote boundary. The head fluctuation predicted from this solution is generally greater than the one solved from the linearized Boussinesq equation when the ratio of the tidal amplitude to the thickness of unconfined aquifer is large. It is found that both submarine groundwater discharges from upper and lower aquifers increase with tidal amplitude–aquifer thickness ratio and may be underestimated if the discharge is calculated based on the average head fluctuation. The effects of the aquifer parameters and linearization of the Boussinesq equation on the normalized head fluctuation are also investigated.

Editor D. Koutsoyiannis; Associate editor J. Simunek

Citation Chuang, M.-H., Mahdi, A.-A. and Yeh, H.-D., 2012. A perturbation solution for head fluctuations in a coastal leaky aquifer system considering water table over-height. Hydrological Sciences Journal, 57 (1), 162–172.  相似文献   

黄渤海沿岸潮汐汊道的P－A关系   总被引：4，自引：0，他引：4  

张忍顺 《海洋工程》1995,(2)

本文计算了１５个潮汐汊道的大潮潮棱体Ｐ及平均海面下口门最小过水断面积Ａ之间的回归方程式。黄渤海沿岸潮汐汊道的天然状态下的Ｐ－Ａ关系为：Ａ＝０．０８４５Ｐ１．０２０。Ｐ与Ａ不仅具有密切的相关性，还有相当大的离散性，这主要与潮汐汊道所获取的泥沙丰度及潮汐汊道的发育阶段有关。与南海、东海沿岸Ｐ－Ａ关系的对比表明，中国海和海区Ｐ－Ａ关系中的常数Ｃ和ｎ差别不大。研究也表明，泻湖型和海湾－溺谷湾型两种潮汐汊道可求得统一的Ｐ－Ａ关系。但与滨临深水区的半环抱形海湾不同。后者主要因为没有较充裕的泥沙供应及海湾水域较为开敞，而不应列入潮汐汊道的范畴。  相似文献   

Optimization of site exploration program for improved prediction of tunneling-induced ground settlement in clays     

《Computers and Geotechnics》2014

Excessive settlement caused by tunneling during construction often damages adjacent infrastructures and utilities. Such excessive settlement can also present a challenge in the maintenance of subways during their operation. Thus, it is important to be able to accurately predict tunneling-induced settlement. The uncertainties in geotechnical parameters, however, can lead to either an overestimation or an underestimation of the tunneling-induced settlement. Such uncertainties can arise from many sources such as spatial variability, measurement error, and model error; in this paper, the focus is on the geotechnical parameters characterization from site exploration. The goal here is to determine an optimal level of site exploration effort so that effective predictions of the tunneling-induced settlement in clays can be achieved. To this end, a Monte Carlo simulation-based numerical model of site exploration is first established to generate artificial test data. Then, a series of parametric analyses are performed to investigate the relationship between the level of site exploration effort and the accuracy of the tunneling-induced ground settlement prediction. Through the assumed different levels of site exploration effort, statistics of soil parameters are estimated using the maximum likelihood method and the tunneling-induced ground settlement is then analyzed using the probabilistic method, and finally the effect of site exploration effort is assessed. The knowledge generated from this series of analyses is then used to develop the proposed framework for selecting an optimal site exploration program for improved prediction of the tunneling-induced ground settlement in clays. Examples are presented to illustrate the proposed framework and demonstrate its effectiveness and significance.  相似文献   

基于Copula函数的设计潮位过程要素组合风险分析   总被引：1，自引：1，他引：0       下载免费PDF全文

刘学  诸裕良  孙林云  孙波 《水文》2014,34(2):32-37

现行推求设计潮位过程大多采用高潮位与潮差同频率放大的方法,未考虑到二者遭遇可能性的大小。采用G-H Copula函数建立了年最高潮位和相应潮差的二维联合分布模型,通过组合风险分析法研究了设计高潮位和设计潮差的组合风险率。以天津港多年实测资料计算分析为例,结果表明:较大重现期的高潮位和潮差同时发生的概率较小,50年一遇高潮位与50年一遇潮差组合的风险率仅为0.05%,同频率设计偏安全,可依据组合风险率适当降低潮差设计标准。所采用的联合分布模型及其应用,在定量分析基础上为设计潮位过程的推求提供了一种新方法。  相似文献