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1)  Longma Power Station
龙马水电站
1.
Aanalysis on Spillway Slope Collapse Forecast in Longma Power Station;
云南龙马水电站溢洪道边坡失稳预报分析
2)  Longtan Hydropower Station
龙滩水电站
1.
Practice and Experience of Environment Protection and Water-soil Conservation Supervision for Longtan Hydropower Station;
龙滩水电站环保水保综合监理的实践与体会
2.
Waste Water Disposal for Macun Aggregate Production System of Longtan Hydropower Station;
龙滩水电站麻村砂石加工系统废水处理
3.
Engineering characteristics of defective geological bodies at right-bank dam abutment of Longtan Hydropower Station and analysis of their causes;
龙滩水电站右岸坝肩边坡不良地质体特征及成因分析
3)  Long-pan Hydropower Station
龙盘水电站
1.
SWOT Analysis on Constructing the Long-pan Hydropower Station and the Hu-tiao Gorge Tourism for Coordinate Development in the Middle Section of the Jin-sha River;
云南金沙江中游河段龙盘水电站建设与虎跳峡河段旅游协同发展的SWOT分析
4)  Longtan Hydropower Project
龙滩水电站
1.
Study on the general layout and key technical issues of Longtan Hydropower Project;
龙滩水电站枢纽布置及重大问题研究
2.
Brief introduction of financial management on the Longtan Hydropower Project;
浅谈龙滩水电站工程财务管理
3.
The paper gives a presentation of the excavation process of the underground main power house of the Longtan hydropower project, which is, at the moment, one of the largest underground chambers in the world.
文章介绍了目前世界上规模最大的地下洞室之一,龙滩水电站地下厂房系统的主厂房开挖施工过程。
5)  Longtan Hydropower Station
龙潭水电站
1.
Abrasion resistance design and operation management for dam-bag of rubber dam for Longtan Hydropower Station
龙潭水电站工程橡胶坝袋抗磨损设计与运行管理
2.
Based on analyzing the actual result before or after the overˉvoltage protection improvement of the controlled silicon components of the excitation equipments of Longtan Hydropower Station,an effective method of overˉvoltage protection was introduced in this paper.
通过龙潭水电站对励磁装置可控硅元件实施过电压保护改进前后实际效果的分析,介绍了一种有效的过压保护方式。
3.
This paper introduced briefly the non-lining tunnel layout of the Longtan hydropower station and design general situation such as cave, base plate and catch pit.
简介龙潭水电站不衬砌隧洞洞线布置、傍山洞、底板和集石坑等设计概况,其中傍山洞水平覆盖厚度和隧洞底板的稳定引用挪威有关工程经验设计分析,经过2年运用检验和二次放空检查,表明设计是可行的。
6)  longtan Hydroelectric Project
龙滩水电站
1.
Study on non-staged construction of NRL 400m scheme of Longtan Hydroelectric Project;
龙滩水电站按正常蓄水位400m方案一次建成研究
2.
Analysis and assessment on the stability of non-excavated slope with inverted creeping rock mass for Longtan Hydroelectric Project;
龙滩水电站蠕变岩体非开挖区边坡稳定性分析与评价
3.
Cause analysis and treatment on accumulatively weathered deep channel at right-bank dam abutment of Longtan Hydroelectric Project;
龙滩水电站右岸坝肩堆积风化深槽成因分析与治理
补充资料:马伦水电站

马伦水电站

Marun Hydropower Station


概  述

  马伦水电站位于伊朗胡齐斯坦省、马伦(Marun)河上,在贝赫贝汉(Behbahan)市东北19km。工程用于灌溉、防洪和发电。粘土心墙堆石坝,最大坝高165m,水库总库容12亿m3,水电站装机容量14.5万kW,灌溉农田面积5.5万hm\+2。工程于1987年开工,1998年完建。
  坝址位于一个深狭谷内,处在扎格罗斯(Zagross)山脉Khaviz背斜的北侧,基岩主要为灰岩。
  坝址所在的马伦河流域面积3824km2,年平均流量49.8m3/s。水库长度30km,面积25km2,总库容12亿m3,有效库容10.4亿m3
  工程枢纽建筑物包括大坝、溢洪道、电站系统及引水输水系统等。
  大坝坝顶长度345m,顶宽15m,坝基宽650m,粘土心墙基础宽80m。坝体由7种不同的材料填筑而成。大坝体积859万m3
  溢洪道位于右坝肩,为闸控陡槽型,共分4孔,由2条引渠将水引至泄槽。在泄槽的不同高程设2条掺气槽。溢洪道下游设有消力池。最大泄洪量为10800m3/s。
  右坝肩设有一泄水隧洞,隧洞长410.42m,最大泄量500m3/s,用于放空水库。
  电站引水隧洞长395.7m,最大引水流量140m3/s,其下接57m长的钢衬隧洞,该隧洞末端分岔为两条,一条用作灌溉放水洞,另一条为电站压力钢管。
  上游围堰作为坝体的一部分。导流隧洞有2条,位于左坝肩,第1条长505m,内径10.7m,混凝土衬砌,最大过流量1820m3/s;第2条长648.6m,内径13m,上游部分用混凝土衬砌,泄流量为1350m3/s。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条
龙首二级水电站  龙羊峡水电站  苏洼龙水电站  龙头石水电站  龙开口水电站 
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