共查询到19条相似文献，搜索用时 171 毫秒
1.
十三陵抽水蓄能电站上池西岸边坡中，存在许多条不同产状和结构的断层，曾发生多次滑坡，构成了对电站上池工程的威胁，因此在池顶采用抗滑桩加固处理边坡。为了解加固后边坡的稳定性和抗滑桩的受力状态及其相互作用，用有限元方法对该岩体边坡进行了稳定性分析。 相似文献
2.
通过十三陵抽水蓄能电池上池西坡锚索加固工程实践和分析,本文侧重讨论岩体结构对锚索设计的控制作用,以及喷出岩区锚索造孔的工程特点,提出破碎岩区锚索造孔的“钻灌循环”理论,从施工角度反思,当今地质工程以及地质体为核心,设计,施工有机结合是相互促进的发展趋势。 相似文献
3.
针对十三陵抽水蓄能电站施工期中出现的地与地质有关的问题，如地下发电厂房边墙裂，２“压力管道上斜段突水、突泥塌方和边坡破坏等。我们进行了现场考查和工程地质咨询。提出了工程整治对策。 相似文献
4.
5.
上池西外坡岩体稳定是十三陵抽水蓄能电站主要的地质工程问题之一,由于受到倾向池外的数条缓倾角断层以及不良的岩体结构控制,存在着滑动位移、变形失稳的可能性,电站的安全运行受到潜在的威胁。因此对西外坡岩体进行稳定分析,并进行补强处理是必要的。 相似文献
6.
为解决十三陵抽水蓄能电站下库库尾渗漏问题, 拟在库尾半壁山附近做一防渗墙。由于河床覆盖层内存在着一厚约20m的粘性土层, 如做一悬挂式防渗墙, 把粘性土层做为防渗墙下界, 可比以下部基岩做为下界节约资金约三分之二以上。本文在以往勘探资料的基础上, 通过钻孔、物探、水文地质特征等方面的资料, 分析论证了粘土层在库盆内的连续性, 然后给出了十三陵盆地粘土层的成因及分布模式。 相似文献
7.
十三陵抽水蓄能电站是以地下厂房为中心的大型水电工程。厂房位置的选取不论是在施工条件上,还是经济造价上,都是该工程最重要的问题之一。本文从厂房选取控制性因素厂区断裂特征的分析入手,依据各种物理力学指标对厂区洞室围岩进行了分类,同时分析评价了各种地质条件下的洞室围岩稳定性。最后对厂房3种布置方案的工程地质条件进行了分析对比,得出第三方案是本工程地下厂房最佳位置的结论。 相似文献
8.
本文就北京十三陵抽水蓄能电站水道系统在施工中,F3断层带围岩塌方、F20断层带围岩塌方和f19断层带围岩塌方产生的原因、经过和处理措施进行归纳、总结分析。根据不同洞身段的工程地质特征及现场水压试验成果,提出了围岩弹性抗力系数建议值。针对水道系统地下水水文地质特征,设计了上、中、下排水洞等排水措施方案,有效地解决了地下水危害问题。 相似文献
9.
１工程概况十三陵抽水蓄能电站输水系统布置形式为两条输水隧洞,经斜井、岔管分为４条输水管道与４台机组联接。输水隧洞的成洞直径为５．２ｍ,其走向需穿越数条断层破碎带。在２号引水隧洞穿越Ｆ１０２断层洞挖施工中,在桩号０＋１２２～０＋１２８之间发生大规模塌方... 相似文献
10.
针对我国关闭矿井资源利用率低、蓄电储能需求日益增长的问题,废弃矿井抽水蓄能技术是实现资源二次开发利用,提升电网调峰能力的有效手段。基于废弃矿井抽水蓄能电站工作原理与发展现状,提出在黄河流域九省区利用废弃矿井建设抽水蓄能电站的半地下式、全地下式2种模式。通过综合考虑空间、地质、水文、社会、经济与资源等影响因素,提出废弃矿井抽水蓄能电站选址评价指标体系,并进行黄河流域废弃矿井抽水蓄能电站实例分析。基于2016—2020年黄河流域九省区的废弃煤矿资料,利用废弃矿井抽水蓄能电站静态效益与动态效益计算方法,定量评估黄河流域九省区废弃煤矿抽水蓄能电站建设的开发潜力。结果表明:(1) 黄河流域九省区能源资源丰富,现阶段满足电力供应需求,但火电仍是电力供应主体且水电发展进入瓶颈阶段;(2) 影响废弃矿井抽水蓄能电站选址的重要因素为巷道空间体积、上下水库水位差、巷道围岩稳定性、巷道围岩渗透率与地下水循环特征;(3) 由黄河流域废弃矿井抽水蓄能电站实例分析可知,其发电效率可达到75.7%,可媲美常规抽水蓄能电站;(4) 2016—2020年黄河流域九省区废弃煤矿累计有效可利用井巷空间为4.7×107 m3,依据132座废弃矿井基本情况,从统计学角度估算出废弃矿井抽水蓄能电站可利用井巷空间为1.34×107 m3,利用其建设抽水蓄能电站年发电量可达3.78×109 kW·h,可满足2021年黄河流域九省区28.4%的弃风、弃光电量的消纳需求,每年直接经济效益约达21.2亿元。综上表明,黄河流域九省区废弃矿井抽水蓄能利用具有可观的发展前景。 相似文献
11.
宜兴抽水蓄能电站上库主坝为混凝土面板堆石混合坝,下游设高混凝土挡墙,承受上游侧堆石体的土压力,以减小工程量,土压力大小对挡墙稳定至关重要,对高挡墙土压力计算值与实际测量值作比较并进行分析。 相似文献
12.
水库蓄水对库底沉降影响的数值分析 总被引：1，自引：0，他引：1
抽水蓄能电站常采用沥青混凝土进行库底防渗护面处理,过快的蓄水速率和过大的蓄水水头可能导致库底护面开裂。以某抽水蓄能电站的上水库为例,用考虑Biot固结理论的平面有限元法,在依据沉降观测点实测资料优化确定地基土模型参数的基础上,分析了水库蓄水速率和蓄水水头对库底沉降量、沉降率及库底沥青混凝土应变率的影响。结果表明,蓄水速率对地基的最终沉降值影响不明显,而在蓄高水位历时内,地基的沉降增量和最大沉降率均与蓄水速率和蓄水水头有很好的相关性,沥青混凝土的最大应变率仅与蓄水速率相关。 相似文献
13.
A. Aalianvari M. Malekitehrani S. Soltanomohammadi 《Journal of the Geological Society of India》2014,83(1):76-82
The objective of this paper is to estimate water seepage from the upper reservoir of Azad pumped storage power plant (PSPP), based on combined geotechnical investigations and geostatistical methods. Azad PSPP has been located in Sanandaj Province in Iran. In order to select the optimum water tightening alternative, such as clay blanket, concrete cover (or concrete lining), geomembrane, asphalt cover etc, estimation of water seepage from the reservoir is essential. Six exploratory boreholes were drilled at the pumped storage reservoir area and permeability tests (Lugeon tests) were conducted in all of them. Records at the boreholes have been considered as the main source for seepage calculations. Due to expansion of upper reservoir and a few boreholes, distribution of permeability and permeability changes in the reservoir area is not indicator of reservoir. In this research using geostatistical method (Kriging), lugeon values have been estimated for walls of reservoir. According to correspondence between estimated permeability distribution and geological conditions, the estimated values are acceptable. In addition results show that in about 60% of tests, permeability is very high and potential of water seepage is very high. Seepage was estimated for reservoir by using both analytical (vedernikov method) and numerical method. Results from both methods are very close and the average of seepage is around 280000 m3/day. From the results and general geological considerations, seepage is concentrated at fault zones. Results show that by using appropriate permeability distribution, the estimated values of water seepage are reliable. Due to the high amount of water seepage and economic importance of water in this region, water tightening is necessary. 相似文献
14.
Application of geostatistical methods to estimation of water flow from upper reservoir of Azad pumped storage power plant 总被引：1，自引：1，他引：0
A. Aalianvari M. Maleki Tehrani S. Soltanimohammadi 《Arabian Journal of Geosciences》2013,6(7):2571-2579
The objective of this paper is to estimate water seepage from the upper reservoir of Azad pumped storage power plant, based on combined geotechnical investigations and geostatistical methods. In order to select the optimum water tightening alternative, such as clay blanket, concrete cover (or concrete lining), geomembrane, asphalt cover, etc., estimation of water seepage from the reservoir is essential. Six exploratory boreholes were drilled at the pumped storage reservoir area and permeability tests (Lugeon tests) were conducted in all of them. Records at the boreholes have been considered as the main source for seepage calculations. Due to expansion of upper reservoir and a few boreholes, distribution of permeability and permeability changes in the reservoir area is not an indicator for reservoir. In this research using geostatistical method (Kriging), Lugeon values have been estimated for walls of reservoir. According to correspondence between estimated permeability distribution and geological conditions, the estimated values are acceptable. In addition, results show that in about 60% of tests, permeability is very high and potential of water seepage is very dangerous. Afterward, seepage was estimated for reservoir by using both analytical (Vedernikov method) and numerical method. Results from both methods are very close together and the average seepage is around 280,000 m3/day according to analytical and numerical results. Regarding results and general geological considerations, seepage is concentrated at fault zones. Results show that using appropriate permeability distribution, the estimated values of water seepage are acceptable and reliable. Due to the high amount of water seepage and economical value of water in this region, water tightening is necessary. 相似文献
15.
裂隙岩体内的洞室围岩块体稳定问题是抽水蓄能电站地下厂房建设中要解决的重要工程地质问题。为了在厂房开挖之前较准确地预测不稳定块体的发育位置,本文以某抽水蓄能电站为例,对厂房探洞内的裂隙进行统计分析,结合厂房区构造断层的发育情况,确定了裂隙发育规律;根据裂隙发育规律将厂房区岩体划分为A、B、C、D、E 5个构造分区;并利用Unwedge程序,以各分区裂隙组合为基础,确定可能形成的块体位置,评价了其稳定性状况。研究结果表明,裂隙受多期构造控制,在一定范围内具有方向性,A、E区优势裂隙与构造产状接近,B、C、D区优势裂隙与构造产状斜交;裂隙在厂房上、下游侧边墙各形成6处潜在不稳定块体,顶拱处形成10处潜在不稳定块体,右端墙处形成1处潜在不稳定块体。 相似文献
16.
恩平凹陷南部隆起带油气成藏模式 总被引：1，自引：0，他引：1
南部隆起带是恩平凹陷的主要成藏带。利用基础资料, 系统分析了南部隆起带油气成藏的条件与特征, 总结了南部隆起带油气成藏的模式。恩平凹陷南部隆起带油气主要来自北侧EP17洼始新统文昌组中深湖相烃源岩, 南部隆起带之下缺失文昌组沉积, 存在油气的有利仓储区, 油气通过沟通有利仓储区的断裂运移, 主要有仓上-上盘诱导裂缝带垂向输导-连通砂体侧向输导-滑动破碎带侧向封堵-断块油气藏、仓上-上盘诱导裂缝带垂向输导-连通砂体侧向输导-它源自圈背斜油气藏以及仓上-下盘诱导裂缝带垂向输导-连通砂体侧向输导-滑动破碎带侧向封堵-断鼻油气藏3种成藏模式。 相似文献
17.
溪谷输变电站工程场地具有较复杂的双层地质结构.岩土体拉分变形明显.场地后缘及底部岩土体的主应力和剪应力集中明显,堆积体内部岩体处于拉分松弛状态.岩土体的潜在变形模式以蠕滑-拉裂为主.在水库蓄水与地震共同作用的极限工况下.场地处于潜在不稳定状态. 相似文献
18.