Retrieved from Iss. 118, P. 2, 2025
Pages 175 -183
Received 08.08.2025
Revised 05.11.2025
Accepted 15.12.2025
Retrieved from Iss. 118, P. 2, 2025
Pages 175 -183
Abstract
The article examines the methodology for designing culverts, which combines hydraulic and hydrological aspects. Factors influencing the structures' capacity, specifically inflow and outflow control regimes, are described. Types of culverts, their manufacturing materials, and the specifics of their placement relative to the watercourse channel are analyzed. Significant attention is paid to the requirements for input data for design and the use of automated calculation systems. The issue of considering water accumulation (storage) upstream of the structure and risk assessment methods for selecting design discharges are highlighted.
Keywords:
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