2002•Hongshui RiverRequires access

Design of High Side Slope Drainage System at the Intake of Longtan Hydropower Station

Zhou Hai

Open publisher page 0 citations

Abstract

As the maximum height of side slope at the intake of the underground powerhouse of Longtan hydropower station is as much as 420 m,a long term of design studies are made in order to solve the problem of slope stability.Based on the large amount of study results and design experiences,a rational excavation form and reinforcing measures are defined,and a three dimensional drainage network,which is composed of ground drainage system and underground drainage system,is set up.Ground drainage system is made up of crisscross catchwater and the underground system is made up of 8 layers of clued leading drainage tunnels together with embranchment,as well as drainage holes inside the tunnels.

About this research paper

What this paper is about

As the maximum height of side slope at the intake of the underground powerhouse of Longtan hydropower station is as much as 420 m,a long term of design studies are made in order to solve the problem of slope stability.Based on the large amount of study results and design experiences,a rational excavation form and reinforcing measures are defined,and a three dimensional drainage network,which is composed of ground drainage system and underground drainage system,is set up.Ground drainage system is made up of crisscross catchwater and the underground system is made up of 8 layers of clued leading drainage tunnels together with embranchment,as well as drainage holes inside the tunnels.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

As the maximum height of side slope at the intake of the underground powerhouse of Longtan hydropower station is as much as 420 m,a long term of design studies are made in order to solve the problem of slope stability.Based on the large amount of study results and design experiences,a rational excavation form and reinforcing measures are defined,and a three dimensional drainage network,which is composed of ground drainage system and underground drainage system,is set up.Ground drainage system is made up of crisscross catchwater and the underground system is made up of 8 layers of clued leading drainage tunnels together with embranchment,as well as drainage holes inside the tunnels.

Key concepts: Drainage, Hydropower, Drainage system (geomorphology), Excavation, Geotechnical engineering, Drainage network, Engineering, Geology

Related papers

Back to paper searchBrowse research topicsOriginal source
Design of High Side Slope Drainage System at the Intake of Longtan Hydropower Station — Research Paper | ScholarLens