Hydraulic account of underground water-supplies
https://doi.org/10.32634/0869-8155-2019-330-7-61-64
Abstract
The article was dedicated to issuing computational formulas for determining the expense and impact distance of underground water-supplies used for irrigation and water supply. The computational formulas have been proposed to determine the expense and impact distance of underground water-supplies on the basis of H.Darsi lav and “division of flow” method used for solving the flow issues to the water-collector and water-carrier devices in underground hydraulics. The proposed formulas can be used in the design of modern underground water-supplies, as well as for the restoration of ancient ones.
Keywords
кяриз,
галерея,
дебит,
дальность влияния,
расчёт,
формула,
водоупор,
underground water-supply,
gallery,
expense,
impact distance,
computational formula,
waterproof layer
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