This research aims to analyze the construction diversion techniques and their characteristics in hydraulic power projects.
Examination of various diversion techniques such as segmental cofferdams, full cofferdams, and serrated diversion methods.
Assessment of key factors influencing the choice of diversion techniques, including hydrological, meteorological, topographical, and geological conditions.
Segmental cofferdams are suitable for smaller projects, while full cofferdams are preferred for large-scale endeavors.
Diversion techniques are characterized by their temporary nature and strong relevance to specific construction scenarios.
Safety risks are a significant consideration in the application of these diversion methods.