Application of sluice facilities to development of water resources in silt dam areas;
利用蓄水设施开发淤地坝水资源初探
Analysis for water quality variation in TGP reservoir area before and after impoundment;
三峡工程蓄水前后库区河流水质变化分析
Analysis of and proposals for impact of TGP on water quality in reservoir area after impoundment;
三峡工程蓄水对库区水质的影响分析与建议
Study of impoundment scheme for Baise Multipurpose Dam Project;
百色水利枢纽下闸蓄水方案研究
Influence of water storage of Baise Multipurpose Dam Project on Baise city section of Youjiang river;
百色水利枢纽下闸蓄水对右江百色城河段水质的影响
In the course of planning design,by rationally choosing water storage reservoir,water collecting ways and pressure water diversion scheme for electricity generation,the installation capacity of the plant attains 103.
论述了在规划设计过程中,通过合理选择蓄水库、集水方式、和发电压力水输送方案,使电站装机达到103。
The water storage and flood control functions of marsh wetland were analyzed,based on the data of flood peak discharge monitored at Baoqing station and Caizuizi station in the Naoli river basin of the Sanjiang Plain from 1956 to 2000.
以三江平原挠力河1956~2000年宝清站与菜咀子站实测的洪峰流量为例,分析沼泽湿地的蓄水与调洪功能。
Characters of nitrogen and phosphorus of the Three Gorges Reservoir after impounding;
三峡水库蓄水后氮、磷营养盐的特征分析
Deformation and stability analysis of the slide mass in front of the dam of Lijiaxia Hydropower Plant before and after reservoir impounding;
李家峡水电站坝前滑坡蓄水前后的变形及稳定性分析
Safety appraisal for project impounding in Yinzidu hydropower station;
引子渡水电站工程蓄水安全鉴定
Study on influence of reservoir water impounding on reservoir landslide;
水库蓄水对库岸滑坡的影响研究?
Effective stress method of stress and deformation for soil-rock fill dam after water impounding;
蓄水后土石坝应力变形有效应力算法
The density changes before and after the first water impounding of Three Gorges Reservoir are inversed.
利用重复重力数据采用遗传算法反演地下异常体密度变化,通过模拟试算验证了该方法的有效性和稳定性,并反演了三峡水库第一次蓄水前后地下岩体密度变化。
Reservoir slope instability is a geological hazard induced by construction of hydroelectric project and is generally believed to be caused mainly by the unfavorable change of hydrodynamic condition in the slope due to reservoir filling and/or operation.
水库岸坡失稳是伴随水电工程建设而产生的一种地质灾害,一般认为主要是由于水库蓄水或运营导致岸坡水动力条件的不利演化造成的。
A comprehensive monitoring system was established to monitor the deformation andhydrodynamic response of Xietan landslide during filling the Three Gorges Reservoir which includes themonitoring of reservoir level, rainfall, piezometric pressure, water level and deformation etc.
为了监测水库蓄水过程中滑坡的变形与水动力学响应,在湖北秭归县泄滩滑坡体上建立了一套相对完善的滑坡综合监测系统,包括水库水位监测、降雨量监测、滑坡体水位与渗压监测以及变形监测等。