INVESTIGATION OF SEDIMENT TRANSPORT IN WATERCOURSES TAKING INTO ACCOUNT THE EFFECTS OF WIND WAVES (12-15)

DOI:

Дата публикации статьи в журнале: 2019/06/24

Название журнала: Евразийский Союз Ученых — публикация научных статей в ежемесячном научном журнале, Выпуск: 62, Том: 1, Страницы в выпуске: 12-15

Автор: Eshev Sobir Samatovich
DSc. Professor , Department (КEEI), Karshi

Автор: Nurova Оliya Salomovna
Senior Lecturer , Department (КEEI), Karshi

Автор: Rakhimov А.R.
assistant , Department (КEEI), Karshi

Анотация: In order to study the transport of sediment in watercourses, taking into account the effects of wind waves, laboratory studies of the authors were carried out. According to the results of the analysis of these studies and on the basis of the Van-Rhein dependence, a dependence was obtained to determine the transport of sediment based on wind waves.

Ключевые слова: wave, transport,sediments,passing current,countercurrent,collapse,

Данные для цитирования: Eshev Sobir Samatovich Nurova Оliya Salomovna Rakhimov А.R. . INVESTIGATION OF SEDIMENT TRANSPORT IN WATERCOURSES TAKING INTO ACCOUNT THE EFFECTS OF WIND WAVES (12-15) // Евразийский Союз Ученых — публикация научных статей в ежемесячном научном журнале. Технические науки. 2019/06/24; 62(1):12-15.

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Список литературы: 1. Vinogradova V.I., Mass E.I., Salukhvadze N.I. Transport of sediment by waves // Tr. ZakNIHMI, vol. 37 (43), 1970, 17-28. 2. Vinogradova, VI, Some remarks on the transporting ability of a flat water flow, projecting over a horizontal or slightly inclined bottom in the absence and presence of currents, Tr. ZakNIHMI, vol. 30 (36), 1968, 55-67. 3. Voytsehovich O.V. Transport of sediment along the coast - generalized dependencies and full-scale data // Water Resources, 1986, № 5. 4. Longuet Higgins, MS The mechanics of the surf zone // Mechanics. 1974. No. I, 84 - I03. 5. Mass E.I. Investigation of non-blurring wave flow rates for disconnected and cohesive soils. Author. diss. on the competition st. walls. Cand. tech. Sciences, Tbilisi, 1968, 27c. 6. Mass E.I. , Kantarzhi I.G., Kostin V.O., Khaidar A.Kh. Transport of sediment by waves and current in conditions of large canals // Water Resources, 1987, № 2, 52-58. 7. Mikhinov A.E. The balance of the energy of disturbed motion in the wave flow // Meteorology and Hydrology, No. 6, 1987. 8. Recommendations for the calculation of wind waves and sediment transport in large canals. M., 1986, CNIIS, 63c. 9. Eshev S.S., Rakhmatov M.I., Nurova O.S. Investigation of non-flushing flow rates in trapezial channels that run in incoherent soils. // “Agro ilm” scientific appendix of the magazine “Agriculture of Uzbekistan”, Tashkent, №3, 2011. - P.58-59. 10. Eshev S.S., Khazratov A.N., Kayimnazarov I.Kh. Calculation of parameters of wind waves in large channels. // Journal “Gorniy Vestnik of Uzbekistan”, №4 (59), Navoi, 2014. pp.121-124. 11. Eshev S.S., Muradov N.K. To the determination of the parameters of bottom riffles in large earthen channels under wave flow conditions. // Journal of Environmental Engineering. No. 1, Moscow, 2012. - P.6568. I2. Bagnold R.A. Motion of waves in shallov water: Interaction Between the waves and sand Bottom. Proc. Royal. Soc. London, A, v. 187, 1946, 1-15. 13. Collins J.I. Periodic gravity waves. J. Geophys. Res. 68.1963, 6007-6014. 14. Komar P.D. , Miller M.C. Sediment threshold under oscillatory waves. "Proc.14 th. Conf. Coast. End. 1974, ASCE, N.Y. , 1975, 756-775. 15. Longuet-Hagguns M.S. Mass transport in water waves. Phil. Trans. A, 245, 1953, 535-591. 16. Manohar M., Mechanics of Bottom sediment movement due to wave action. US Army Corps. Engrs. Beach Erosion Board, Techn. Memo, No. 75, 1955, 121p. 17. Naramura M., Shiraishi H., Sasaki Y., Ito M. Bull. End. Res. 1970. No. 8, 209-230. 18. Quick M.C. Sediment transport by waves and currents. Can J. Civil End. 1983, v. 10. No. 1, 142-149. 19. Van Rijn L.C. Sediment transport, part I: bed load transport. J. Hydraul. End. , 1984, 110, No. 10, 1431-1456.