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Quality appraisal of hydropower stations

Quality appraisal of hydropower stations-Machinery & Equipment-CAS Testing Technical Services (Hong Kong) Company Limited

Hydropower qualityAppraisal Background

Hydropower station is an industrial enterprise that uses the water energy of the river to drive turbines and drive generator sets to generate electricity. The main components of a hydropower station include hydraulic systems, mechanical systems, and electrical energy generation devices, which together realize the conversion of water energy into electrical energy. The power generation process of a hydropower station involves the utilization of water energy, including the conversion of water energy into electrical energy, and how to coordinate the operation between the reservoir and the water electromechanical system, as well as between various parts of the water electromechanical system.
In hydropower station quality appraisal cases, quality appraisal of all aspects of the entire project is an indispensable link. Zhongke Testing provides hydropower station quality appraisal services.

Hydropower qualityAppraisal Scope

range hoods can be classified according to discharge mode, switch form, appearance features, and installation methods.
1. According to the discharge mode, it can be divided into: external discharge type, circulation type and dual-use type.
2. According to the switch form, it can be divided into: mechanical type and electronic type.
3 can be divided into: thin type, deep type, tower type, side suction type, and others.
4, can be divided into: wall-mounted, island, embedded, split

Hydropower qualityAccreditation criteria

GB/T 18110-2016 Guidelines for electromechanical equipment of small hydropower stations
GB/T 31946-2015 Steel plates for pressure steel pipes of hydropower stations
GB/T 41369-2022 Comprehensive performance quality assessment of unit operation of small hydropower stations
NB/T 10860-2021 Hydropower Station Drainage System Specifications
DL/T 2447-2021 Technical Regulations for Safety Inspection of Waterproof Flooded Powerhouses of Hydropower Stations
SL/T 796-2020 Technical Guidelines for Dewatering and Prevention of Downstream River Channels of Small Hydropower Stations
DL/T 2204-2020 Technical Regulations for Safety On-site Inspection of Hydropower Station Dams
DL/T 2204-2020 Technical regulations for on-site inspection of hydropower station dam safety
DL/T 2571.3-2022 Maintenance regulations for public auxiliary equipment of hydropower stations Part 3: Water system

Hydropower qualityAuthentication case

A small hydropower station was developed in a certain place. The construction party announced that the project was "completed". However, the investors of the development project felt that the problems that occurred during the construction process were serious, so they commissioned an appraisal agency to conduct a thorough quality appraisal of the project.
A team of experts arrived at the site to investigate, carefully conducted judicial inspections, and came to the following conclusions:
First of all, according to the design requirements, in order to ensure the strength of the rolling water dam, its raw materials should be "mortar masonry", that is, concrete and stone are configured in a certain proportion and poured into it. However, when the "drilling method to extract core samples of the dam body" was used for testing, it was found that a total of 1.2 meters of the 5.8-meter dam body had no mortar masonry and was empty. Experts judged that the 1.2-meter area "may have been replaced by soft river sand."
Secondly, the spacing between the steel bars along the slope of the dam was larger than the design requirements, and they were non-standard modified ribbed steel bars, which did not meet the design requirements. These steel bars are all substandard steel produced by illegal small factories. Once the dam encounters a certain amount of water, it will be washed away due to insufficient endurance strength.
In addition, the steel bars used in the generator plant project do not meet national standards, the strength of the foundation concrete cannot meet the original design strength requirements, and the quality of the foundation project is unqualified. The possible consequence of this is that "when it is put into power generation, the strong momentum of the water can lift the entire power plant and collapse it."
In summary, the engineering quality of the hydropower station is substandard and needs to be demolished and rebuilt.

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