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1)  Fengtan dam
凤滩大坝
1.
Based on the data in field measuring the seepage of Fengtan dam, the seepage characteristic of the dam is synthetically evaluated by the qualitative and quantitative analysis,the graph of field data is drawn and the regression model is established,effect coefficients on water pressure,precipitation, temperature and component of effectiveness are obtained.
结合凤滩大坝左岸岸坡渗流实测资料,通过定性和定量分析,综合评价了左岸岸坡的渗流特性;绘制了实测数据过程线,建立了回归模型,得出了水压、降雨、温度以及时效各分量的影响系数;并对各测点的异常进行了物理成因解析,对显著特征年用模型分离了年变幅。
2)  Longtan dam
龙滩大坝
3)  Ertan dam
二滩大坝
4)  Jinshuitan dam
紧水滩大坝
1.
Summary of observed seepage behavior of Jinshuitan dam;
紧水滩大坝实测渗流性态综述
2.
Defect check to concrete of discharge chute of central out let No.2in Jinshuitan Dam and grouting treatment;
紧水滩大坝2~#中孔泄槽混凝土缺陷检查及灌浆处理
3.
Jinshuitan dam has been put into operation for 17 years,the distribution and variation pattern of dam displacement can be concluded from the observed data.
紧水滩大坝已运行了17年,实测资料有效地揭示了大坝变形的分布和变化规律。
5)  Shizitan dam
狮子滩大坝
1.
Back analysis is conducted by Duncan-Chang Model for six physical mechanics parameters (ψ,c,K,G,F,D) of dam and dam foundation materials based on 40-year long-term safety monitoring data at Shizitan dam .
利用狮子滩大坝40年的长系列安全监测资料,运用邓肯-张模型对坝体、坝基材料6个物理力学参数(,φc,K,G,F,D)进行了反演分析。
6)  Heilongtan Dam
黑龙滩大坝
补充资料:凤起
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