General layout design of Dongping Hydropower Station
Jin Yan
Abstract
Jin Yan
Abstract
Dongping Hydropower Station is built on Zhongjian River,the tributary of Qingjiang River,and is the lowest one of the planned 3-stage development scheme.Dongping dam site is at Zhongwudang gorge,which is characterized as steep slope,narrow river valley and poor construction-site condition,in the upstream of the dam axis,there is a gully at left bank of upper dam axis,the river channel turns right abruptly 310 m in the downstream of the dam,and the river bed elevation is 20 m plus lower than the normal water level of Shuibuya Reservoir.The rock mass at dam site is weak and easy to be scoured,and the mountain after the abrupt bend is a toppled creep mass,which make difficulties for the design of flood discharge structures.The hydro-junction is consisted of thin double-curvature arch dam with height of 135 m,flood discharge orifices,plunge pool,water diversion system at left bank and underground powerhouse(installed capacity of 2×55 MW) etc.The project has been running successfully since the power generation of first unit.We mainly describe the design of general layout.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Dongping Hydropower Station is built on Zhongjian River,the tributary of Qingjiang River,and is the lowest one of the planned 3-stage development scheme.Dongping dam site is at Zhongwudang gorge,which is characterized as steep slope,narrow river valley and poor construction-site condition,in the upstream of the dam axis,there is a gully at left bank of upper dam axis,the river channel turns right abruptly 310 m in the downstream of the dam,and the river bed elevation is 20 m plus lower than the normal water level of Shuibuya Reservoir.The rock mass at dam site is weak and easy to be scoured,and the mountain after the abrupt bend is a toppled creep mass,which make difficulties for the design of flood discharge structures.The hydro-junction is consisted of thin double-curvature arch dam with height of 135 m,flood discharge orifices,plunge pool,water diversion system at left bank and underground powerhouse(installed capacity of 2×55 MW) etc.The project has been running successfully since the power generation of first unit.We mainly describe the design of general layout.
Key concepts: Tributary, Hydropower, Hydrology (agriculture), Arch dam, Geology, Flood myth, Steep slope, Stage (stratigraphy)