上犹江水电站坝基渗漏检测与分析     

戴前伟  冯德山  曾登峰  朱洪广  朱洪萧 《水文地质工程地质》2006,33(2):19-21,26

本文以上犹江水电站左岸地下水渗漏检测及分析为例。介绍以伪随机流场法、综合水量均衡法、水质和析出物化学分析法等相结合的渗漏检测与分析的方法技术，检测的结果与已有的工程地质资料以及水工观测资料是一致的。该方法技术体系不仅能查明水库渗水来源，还对渗漏通道、渗漏原因进行推断分析。避免以往单一方法的片面性，为检测分析水库坝基的渗漏提供了一种新的思路。  相似文献   

基于多源卫星图像融合的水坝检测方法的研究   总被引：2，自引：1，他引：2  

邱丹丹  马洪超  杨耘  贾鹏 《遥感学报》2006,10(4):449-455

本文提出了一种基于多源卫星图像融合的水坝检测方法，该方法在特征级融合的模式下，利用多源卫星图像特征信息互补的优势，先后提取多个卫星图像中目标的特征信息，再通过多传感器数据融合方法中的逻辑模板法对特征进行融合，得到系统的目标结果输出。试验结果显示，该算法能在大幅复杂背景下有效地对水坝进行检测并定位，并减少了单源卫星图像进行目标检测的错判、误判率。整个算法能完全实现自动检测，可达到预想的目的。  相似文献   

澜沧江大朝山水库蓄水前的地震活动本底     

李永莉  秦嘉政 《地震研究》2006,29(3):221-224

分析了大朝山水库蓄水前，水库区域历史中强、强地震背景与1992年来的地震活动格局，及蓄水前9年中库坝区天然地震活动的时、空、强分布，结果表明：大朝山水库区为地震活动水平较低的区域，库坝附近30km以2、3级地震活动为主，库首方向距大坝40km左右的景谷与库尾方向距大坝50km的昌宁、凤庆一带为5级地震活动区，外围100km左右的耿马、澜沧、普洱等地区为6、7级强震活动区；库坝区的地震活动基本符合G—R关系式，b值为0．69，累积应变曲线呈稳定增长趋势，时间分布上出现活跃与平静交替的分布格局。  相似文献   

攀钢发电厂麻地湾灰场初期坝及堆积灰体工程地质特征研究     

李模军  吴勇 《地质灾害与环境保护》2007,18(1):38-41

分级分期灰渣筑坝是近年发展起来的山谷贮灰场建设的一种新型技术,是为了满足燃煤电厂贮灰年限和调节洪水的要求的一种新型设计.为满足分级分期灰渣筑坝的设计要求,分析评价初期坝的稳定性与先期粉煤灰灰体堆积特征是构筑分级子坝的重要基础.本文通过水文地质及工程地质调查与岩土工程勘察探讨了麻地湾灰场子坝加高所涉及的相关岩土体的工程地质特征与场地水文地质特征,据此对分级子坝加高的工程地质条件进行了适宜性评价,并通过对堆积灰体物理力学试验分析了粉煤灰灰体的堆积特征与压实程度,为子坝加高设计提供了可靠参数.  相似文献   

Soil erosion and sediment interception by check dams in a watershed for an extreme rainstorm on the Loess Plateau,China     

《国际泥沙研究》2020,35(4):408-416

The magnitude of soil erosion and sediment load reduction efficiency of check dams under extreme rainstorms is a long-standing concern. The current paper aims to use check dams to deduce the amount of soil erosion under extreme rainstorms in a watershed and to identify the difference in sediment interception efficiency of different types of check dams. Based on the sediment deposition at 12 check dams with 100% sediment interception efficiency and sub-catchment clustering by taking 12 dam-controlled catchments as clustering criteria, the amount of soil erosion resulting from an extreme rainstorm event on July 26, 2017 (named “7·26” extreme rainstorm) was estimated in the Chabagou watershed in the hill and gully region of the Loess Plateau. The differences in the sediment interception efficiency among the check dams in the watershed were analyzed according to field observations at 17 check dams. The results show that the average erosion intensity under the “7–26” extreme rainstorm was approximately 2.03 × 10⁴ t/km², which was 5 times that in the second largest erosive rainfall in 2017 (4.15 × 10³ t/km²) and 11–384 times that for storms in 2018 (0.53 × 10² t/km² - 1.81 × 10³ t/km²). Under the “7–26” extreme rainstorm, the amount of soil erosion in the Chabagou watershed above the Caoping hydrological station was 4.20 × 10⁶ t. The sediment interception efficiency of the check dams with drainage canals (including the destroyed check dams) and with drainage culverts was 6.48 and 39.49%, respectively. The total actual sediment amount trapped by the check dams was 1.11 × 10⁶ t, accounting for 26.36% of the total amount of soil erosion. In contrast, 3.09 × 10⁶ t of sediment were input to the downstream channel, and the sediment deposition in the channel was 2.23 × 10⁶ t, accounting for 53.15% of the total amount of soil erosion. The amount of sediment transport at the hydrological station was 8.60 × 10⁵ t. The Sediment Delivery Ratio (SDR) under the “7·26” extreme rainstorm was 0.21. The results indicated that the amount of soil erosion was huge, and the sediment interception efficiency of the check dams was greatly reduced under extreme rainstorms. It is necessary to strengthen the management and construction technology standards of check dams to improve the sediment interception efficiency and flood safety in the watershed.  相似文献   

Experimental study of the woody debris trapping efficiency of a steel pipe,open sabo dam     

《国际泥沙研究》2020,35(5):431-443

In recent years, the damage caused to human settlements in Japan by large woody debris (LWD) has been increasing. For example, the 2013 Izu Oshima typhoon resulted in a large number of fatalities and missing persons, and the Kagoshima Typhoon Disaster and Northern Kyusyu torrential downpour caused vast infrastructure damage due to the associated LWD. Current countermeasures for preventing LWD are insufficient to maintain the safety of residential areas. One type of protective barrier, the open sabo dam, has been constructed in Japan during the past 30 years. The primary function of open sabo dams is to block the flow of boulders, thereby also reducing sediment flow by reducing the gap size. However, because Japanese open sabo dams are designed specifically for boulder-trapping, the ability of these dams to trap LWD remains uncertain. In particular, many problems have been reported with respect to sediment trapping by driftwood with roots in an open sabo dam setting. The objective of this study was to examine the trapping efficiency of open sabo dams for LWD and sediment. The experimental approach clarified the influence of driftwood, without and with roots, on sediment trapping for a straight-channel flume. The flexible roots of the driftwood were shown to have a significant effect on the sediment trapping efficiency of the dam.  相似文献   

拱坝坝肩三维稳定可靠度分析   总被引：3，自引：0，他引：3  

武清玺  王德信 《岩土力学》1998,19(1):45-49

以随机块体理论为基础,建立了拱坝坝肩三维稳定可靠度分析的计算模型,推导了用全概率法分析其可靠度的基本公式,研制的电算程序用于实际工程,得到了比较合理的计算结果,验证了本方法的可行和实用性。  相似文献   

A review of considerations on seismic safety of embankments and earth and rock-fill dams   总被引：2，自引：0，他引：2  

M. Yener Ozkan 《Soil Dynamics and Earthquake Engineering》1998,17(7-8):439-458

An attempt has been made to summarise the methods of approach used in assessing the dynamic behaviour and safety of earth and rock-fill dams under seismic shaking until about the present time, from the soil engineer's point of view. Shortcomings of the pseudo-static method, procedures to estimate the permanent deformations, liquefaction effects, and experience gained from the previous events have been reviewed. Observing that the most important cause of instability is the occurence liquefaction during ground motions, cyclic approach and steady-state approach in assessing the liquefaction potential have been addressed and recent practical approaches of analysis and design have been referred. It has been found noteworthy to recall that incidence of failure or serious damage to well-engineered dams has not been experienced, even under strong ground shaking.  相似文献   

大型天然水体的环境效应研究   总被引：1，自引：0，他引：1  

柴贺军 《地质灾害与环境保护》1998,9(2):7-12

结合典型实例,论述大型天然水体－－堰塞湖从形成到消亡过程中产生的灾害链和环境效应链,包括堰塞湖的淹没、边岸再造、堰塞沉积物、次生洪水、永久性不良地质环境的灾害和环境效应对人民生命财产的威胁,以及对水利水电、航运、公路和铁路工程的不良影响。  相似文献   

Discrete modelling of time‐dependent rockfill behaviour     

Claire Silvani  Thierry Désoyer  Stéphane Bonelli 《国际地质力学数值与分析法杂志》2009,33(5):665-685

This modelling study deals with the time‐dependent behaviour of rockfill media, which is of particular interest during the life of rockfill dams. Breakage of rock blocks and crack propagation are the main processes responsible for rockfill creep and collapse. The modelling procedure presented here is performed on two scales: on the rock block scale, where the grain is taken to be an assembly of rigid particles initially endowed with cohesive bonds, and on the rockfill scale, which is taken to involve a set of breakable grains interacting via contact and friction processes. The grain breakage process is described in term of a thermodynamically consistent damage interface model, where the damage is a gradual delayed process. This model was implemented in a non‐smooth contact dynamics code. The effects of the main parameters involved were analysed by performing numerical studies. The ability of the model to predict the creep behaviour of rockfill media is confirmed by presenting several simulations. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献