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Scientific-technical journal

Abstract

The process of discharges for the watercourse is considered, starting from a certain distance from the inlet. In the future, the main attention will be paid to the consideration of the flow and the change in concentration in the channel with a circular cross section unchanged in length. The value of the concentration coefficient and analytical calculation are presented.

First Page

36

Last Page

41

References

[1]. Bochever F. M. Gidrogeologicheskie rascheti krupnix vodozaborov pod¬zemnix vod i vodoponizitelnix ustanovok. Stroyizdat, 1963. [2]. Vsrigin N. N. O techeniyax gruntovix vod pri mestnoy usilennoy in¬filtratsii. DAN SSSR, t. 20, № 5, 1950. [3]. Verigin N. N., Sarkisyan V. S. Metod rascheta podzemnix vodo¬zaborov i vertikalnogo drenaja v poluogranichennoom vodonosnom plaste. Tr. VODGEO, vip. 13, Gidrogeologiya. Gosstroyizdat, 1966. [4]. Vlyushin V. Ye. Metod neprerivnogo raspredeleniya stokov po ploshadi dlya podscheta plastovogo davleniya pri razrabotke krupnix neftyanix zalejey. Tr. MINX i GP, vip. 55. Izd. «Nedra», 1965. [5]. Karslou G. i Yeger D. Teploprovodnost tverdix tel. Izd. «Nauka», 1964. [6]. Pavlovskaya L.N. Filtratsionnie rascheti vodoponizitelnix usta¬novok v stroitelnix kotlovanax gidrotexnicheskix soorujeniy. Izv. VNII G im. Vedeneeva, t. 64, 1960. [7]. Xamidov A.A., Xudaykulov S.I., Maxmudov I.E. «Gidromexanika» «FAN» 2009.360 s.

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