Geotechnical engineering investigation and analysis in the preliminary design stage of nuclear power plant under complex geological conditions

2019 ◽  
Vol 1 (1) ◽  
pp. 1-6
Author(s):  
He Zhongchao ◽  
Zheng Xiao
Author(s):  
Xiaohu Yang ◽  
Jiao Deng ◽  
Hong Jiang ◽  
Lifei Yang ◽  
Wen Chen

2011 ◽  
Vol 48 (11) ◽  
pp. 1674-1682
Author(s):  
André J. Rancourt ◽  
Hani Mitri

Unlined pressure tunnels were first driven by the Norwegians into hard granitic rock, which is the ideal material for this type of structure. However, the increase in demand for electric power has propelled the industry to develop projects at sites all over the world with less favourable geological conditions. The paper places emphasis on the preliminary design phase when no field measurements are available. A recent study by Rancourt (published in 2010) has investigated the spatial distribution of the minimum stress that is required to control hydraulic jacking around unlined pressure tunnels. Various surface topographic profiles including slopes, hills, and valleys; the rock cover to tunnel diameter ratio; as well as the presence of geological features such as shear zones and dykes were investigated with numerical modelling. Effective rock cover predictions are compared to those given by the well-known Norwegian design criterion, and a correction factor called cover alteration ratio (CAR) has been introduced. In this paper, a design methodology is proposed for use of CAR at the preliminary design stage in the form of a factor of safety against hydraulic jacking to be used in conjunction with the Norwegian criterion. Limitations on the use of the Norwegian criterion are highlighted.


Author(s):  
Jia Ming ◽  
Huang Huan ◽  
Zhang Xuegang

This paper researched the safety functional requirements analysis and the allocation of functions between man and machine for the nuclear power plant. The safety functional requirements are identified from accident handling needs and refined from system configuration consideration. Through the analysis of design conditions, some safety features were extracted to mitigate accidents. Then, components (e.g. pumps, valves, tanks) were determined to implement each of the safety features at the system design stage. At this stage, some implicit safety features, which could not be obtained directly from the accident analysis, were added, according to the specific conditions of system configuration and operation. Finally, after further judgement on possible inconsistency, a complete list of safety functions for the nuclear power plant was formed. As an illustration, this paper provided a list of safety functions related to the safety injection function, and a list of equipment for the safety injection system. Furthermore, these identified safety functions, were appropriately allocated between man and machine, to be performed either by system components automatically, or by operators locally or remotely from the control room, or under the cooperation of operators and system components. Seven factors were considered in the allocation: a) performance requirements; b) the capability or limits of man and machine; c) existing practices; d) operating experience; e) management requirement; f) technical feasibility; g) cost. The allocation of functions for the safety injection system was validated using a simulator.


2020 ◽  
Vol 178 ◽  
pp. 01008
Author(s):  
Mikle Egorov ◽  
Anastasiya Ukolova ◽  
Ivan Kovalenko ◽  
Irina Krectunova ◽  
Nataliya Lavrovskaya ◽  
...  

It is possible to increase the efficiency of the nuclear power plants equipment in various ways. In particular, one of the most relevant is the active use of computer modeling at different stages of work. The effectiveness the software package used directly affects the quality of the installation equipment. Depending on the stage at which the software package is used, it has various priority properties for the most effective application.


Vestnik MGSU ◽  
2019 ◽  
pp. 1272-1279
Author(s):  
Vladimir L. Sedin ◽  
Vasiliy U. Ulyanov

Introduction. This paper sets out to justify the application of an innovative methodology for determining the rate of the tectonic fault activity of a rocky base using complex radon measurements under the conditions of the Akkuyu Nuclear Power Plant (NPP), Turkey. Materials and methods. The information contained in the Environmental Impact Assessment (EIA) chapters and sections relevant to both the site tectonics and methods for measuring radon in soil and groundwater was scrutinised. In addition, the experience of analogues studies in the Republic of Turkey was studied. Results. An analysis of experimental results enabled identification of individual subsoil areas of increased radon activity across the site under investigation. Additional comprehensive studies at the NPP site are recommended in combination with planned work aimed at clarifying the engineering and geological conditions regarding specific NPP buildings and structures (ED stage). Conclusions. The proposed additional studies are expected to provide a more comprehensive seismic protection of the NPP units under construction, thus enabling a long-term trouble-free operation of the completed NPP buildings and structures. In the framework of subsoil monitoring at the Akkuyu NPP, regulations on the application of the proposed methodology should be introduced in job descriptions. This technique appears to be prospective for seismic monitoring in other NPP sites located in areas with increased seismicity.


Author(s):  
Lihua Huang ◽  
Xiang Liu ◽  
Lijuan Wang

An internal flood probabilistic safety assessment (IFPSA) identifies risk-significant flood areas, components and scenarios, and evaluates the risk that a nuclear power plant (NPP) faces under internal flood conditions. This paper draws a comparison between NPPs in operation and those in the design stage with regards to the performance of IFPSA, and the main differences are shown in such tasks as flood area identification, flood source and SSC identification, plant walkdown, flood scenario characterization, flood frequency quantification and flood consequence analysis. Specific cases are presented in order to illustrate the application of IFPSA in NPP design to assess risks, identify potential weak links and provide insights into possible design modifications regarding internal flood protection.


Akustika ◽  
2021 ◽  
pp. 162
Author(s):  
Petr Moshkov ◽  
Valery Samokhin ◽  
Alexey Yakovlev ◽  
Chen Bolun

The problem of selecting a propeller-driven power plant including a single propeller and a piston engine for an aircraft taking into account the requirements for community noise is considered. The competitively necessary community noise levels for light propeller-driven aircraft are formulated, focusing on which it is necessary to design modern aircraft that meet the current and future requirements of ICAO. Modern noise reduction technologies are considered and their effectiveness is evaluated. The main parameters when choosing a propeller are its diameter, the number of blades, the configuration (pusher or tractor) and the presence of a duct. When choosing a piston engine you should take into account the higher acoustic efficiency of two-stroke engines compared to fourstroke engines. The use of intake and exhaust mufflers, as well as sound-proofing hoods, significantly affects the mass and size restrictions, so the need to install mufflers and hoods should be determined at the preliminary design stage. The design mode for the design of light propeller-driven aircraft is the take-off power condition, for propeller unmanned aerial vehicle is maximum cruising level flight mode.


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