
CALCULATION OF LONG-RUNNING BOTTOM WATER OUTLET OF BAHCHISARAI RESERVOIR
Author(s) -
Yakov Volosuhin
Publication year - 2019
Publication title -
stroitelʹstvo i arhitektura
Language(s) - English
Resource type - Journals
eISSN - 2500-1477
pISSN - 2308-0191
DOI - 10.29039/2308-0191-2019-7-3-19-25
Subject(s) - surface runoff , service life , water reservoir , extension (predicate logic) , hydraulic engineering , environmental science , water level , hydrology (agriculture) , service (business) , civil engineering , geology , geotechnical engineering , petroleum engineering , engineering , geography , computer science , physics , mechanical engineering , business , ecology , cartography , biology , programming language , thermodynamics , marketing
Bahchisaray (Egiz-Oba) reservoir - water of natural runoff and one of the oldest in Crimea W. Its service life is more than 90 l. T. According to the results of in-kind studies it was found that the general technical condition of the HTS complex of the Bahchisarai reservoir of class I (extremely high danger) is assessed as satisfactory E. Results of bottom water outlet capacity calculations are given a. maximum waste the expense of a ground water outlet at a mark of level of the top byef to the equal forced retaining level (UVB = FTUU) is equal to Q=1.12 м^3⁄с that exceeds design data of Q=0.80 м^3 ⁄ C. Recommendations on extension of the service life of the hydraulic engineering complex are justified