The beginning of the movement of bottom sediments in an unsteady flow

Sobir Eshev; Isroil Gaimnazarov; Shakhboz Latipov; Nurbek Mamatov; Feruz Sobirov; Iroda Rayimova

doi:10.1051/e3sconf/202126302042

All issues

Volume 263 (2021)

E3S Web Conf., 263 (2021) 02042

References

Open Access

Issue		E3S Web Conf. Volume 263, 2021 XXIV International Scientific Conference “Construction the Formation of Living Environment” (FORM-2021)


Article Number		02042
Number of page(s)		9
Section		Reliability of Buildings and Constructions and Safety in Construction
DOI		https://doi.org/10.1051/e3sconf/202126302042
Published online		28 May 2021

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Kantarzhi I. G. Shevchenko K. I. Determination of the coefficient of bottom friction under the waves in the flow. // Meteorology and Hydrology. 1990. No. 4. P-88-95. [Google Scholar]
Longuet - Higgins M.S. Surf zone mechanics. - Mechanics, 1974, No. 1, P-84 - 103. [Google Scholar]
A Yangiev, S. Eshev, Sh Panjiev. Calculation of sediment flow in channels taking into account passing and counter wind waves. CONMECHYDRO – 2020 IOP Conf. Series: Materials Science and Engineering. 883 (2020) 012036. IOPPublishing. doi:10.1088/1757-899X/883/1/012036. [Google Scholar]
Mass E.I. Study of non-blurring wave flow velocities for non-cohesive soils. - Author’s abstract. diss. for a job. uch. step. Cand. tech. sciences. Tbilisi, 1968 .P- 27. [Google Scholar]
Mass E.I., Kantarzhi I.G. et al. Method for calculating wind waves in large channels. // Water resources, 1988, No. 1, P- 60-67. [Google Scholar]
Nikitin I.K. Turbulent channel flow and processes in the bottom area. Kiev, Ed. Academy of Sciences of the Ukrainian SSR, 1963 .P- 142. [Google Scholar]
Jonson J.D.G. Combination of waves and currents. – Rept. Dan. Cent Appl. Math and Mech., 1979, s. 15, p. 161 – 203 [Google Scholar]
Jonsson J.O. Carisen N.A. Experimental and theoritikal investigations in an oscillatory turbulent boundary layer. J. Hydraul. Res., v. 14. No 1, 1976, 45 – [Google Scholar]
S. Eshev, A. Khazratov, A Rakhimov, Sh. A. Latipov Influence of wind waves on the flow in flowing reservoirs. IIUM Engineering Journal, Vol. 21, No. 2, 2020. P.125-132. DOI: https://doi.org/10/31436/iiumej.v21i2.1329. [Google Scholar]
Schields A. Anwendungde der Ahnlichkeitsmechnic und deirTurbulenzforshungaur die diegeschiebebeweggung. Mitteilungen der Preesseveesuchsanstalt fur wasserbau und schiffbau. Berlin, 1936, H. 26, p. 245. [Google Scholar]
Seminara G. Fluvial sedimentary patterns. “Aural Review of Fluid Mechanics». Vol. 42., 2010. Palo Alto (Calif): Annu.Rev.2010, c.43-66. [Google Scholar]
Shuai Wang, Bojie Fu, Shilong Piao, YiheLü, Philippe Ciais, Xiaoming Feng, Yafeng Wang, Reduced sediment transport in the Yellow River due to anthropogenic changes, Nature Geoscience 9, 38–41, 2016. [Google Scholar]
Van Rijn, L.C. A simple general expression for longshore transport of sand, gravel and shingle. Coastal Engineering, Vol. 90, 2014. Р.23-39 [Google Scholar]
S. Eshev, Sh. Latipov, A. Qurbonov, J. Sagdiyev, M. Berdiev, N. Mamatov. Non- eroding speed of water flow of channels running in cohesive soils. Intedration, Partnership. Innovationm in construction science-education (IPICSE 2020). 2020 y. 11-14 november. IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012131. IOP Publishing. doi:10.1088/1757-899X/1030/1/012131 [Google Scholar]
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Kajiura K. A model of the botton boundary layer in water waves. Bulletin of the Earthquake Research Institute, Vol. 46, 1968, 75-123. [Google Scholar]
S. Eshev, A. Rakhimovl, I. Gayimnazarov, A. Isakovl, B. Shodiev, F. Bobomurodov. Dynamically stable sections of large soil canals taking into account wind waves. Intedration, Partnership. Innovationm in construction science-education (IPICSE 2020). 2020 y. 11-14 november. IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012131. IOP Publishing. doi:10.1088/1757-899X/1030/1/012131 [Google Scholar]
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Choriev, J., Muratov, A., Yangiev, A., Muratov, O., Karshiev, R. Design method for reinforced concrete structure durability with the use of safety coefficient by service life period. IOP Conference Series: Materials Science and Engineering 883(1),012024 2020 [Google Scholar]
Eshev S.S. Calculation of deformable large earth canals in conditions of unsteady water flow. T: Voriswillfindit. 2018, P-168. [Google Scholar]
Bazarov D, Vatin N, Bakhtiyor O, Oybek V. Hydrodynamic effects of the flow on the slab of the stand in the presence of cavitation. IOP Conf Ser Mater Sci Eng. 2021; 1030:012110. [Google Scholar]
Dilshod Bazarov, Irina Markova BN and OV. Hydraulic aspects of the layout of head structures during water intake from lowland rivers. Ser I O P Conf Sci Mater. 2021; 1015:012041. [Google Scholar]
Dilshod B, Markova I, Sultanov S, Kattakulov F. Dynamics of the hydraulic and alluvial regime of the lower reaches of the Amudarya after the commissioning of the Takhiatash and Tuyamuyun hydrosystems. IOP Conf Ser Mater Sci Eng. 2021; 1030:012110. [Google Scholar]
Khidirov S, Jumaboeva G, Ishankulov Z. Hydraulic mode of operation of the Takhiatash hydroelectric complex. 2021; [Google Scholar]
Obidov B, Vokhidov O, Tadjieva D, Saidkhodjaeva D, Kurbanova U, Isakov A. Hydrodynamic effects on the flow elements of the downstream devices in the presence of cavitation. IOP Conf Ser Mater Sci Eng. 2021 [Google Scholar]
Uralov B, Rakhmatov N, Khidirov S, Safarov G. Hydraulic modes of damless water intake. 2021; [Google Scholar]
Uralov B, Choriev R, Maksudova L. Substantiation of the influence of the channel shape and the roughness of machine canals on the pressure loss of irrigation pumping stations Substantiation of the influence of the channel shape and the roughness of machine canals on the pressure loss of i. 2021; [Google Scholar]
Matyakubov B, Begmatov I, Raimova I, Teplova G. Factors for the efficient use of water distribution facilities. IOP Conf Ser Mater Sci Eng. 2020 [Google Scholar]

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[1] Antsyferov S.M., Kantarzhi I.G. Bottom boundary condition for calculating the concentration of sediments suspended by waves and current // Oceanology. 2000. T. 40, No. 4, p- 606-.613. [Google Scholar]

[2] Kantarzhi I. G. Shevchenko K. I. Determination of the coefficient of bottom friction under the waves in the flow. // Meteorology and Hydrology. 1990. No. 4. P-88-95. [Google Scholar]

[3] Longuet - Higgins M.S. Surf zone mechanics. - Mechanics, 1974, No. 1, P-84 - 103. [Google Scholar]

[4] A Yangiev, S. Eshev, Sh Panjiev. Calculation of sediment flow in channels taking into account passing and counter wind waves. CONMECHYDRO – 2020 IOP Conf. Series: Materials Science and Engineering. 883 (2020) 012036. IOPPublishing. doi:10.1088/1757-899X/883/1/012036. [Google Scholar]

[5] Mass E.I. Study of non-blurring wave flow velocities for non-cohesive soils. - Author’s abstract. diss. for a job. uch. step. Cand. tech. sciences. Tbilisi, 1968 .P- 27. [Google Scholar]

[6] Mass E.I., Kantarzhi I.G. et al. Method for calculating wind waves in large channels. // Water resources, 1988, No. 1, P- 60-67. [Google Scholar]

[7] Nikitin I.K. Turbulent channel flow and processes in the bottom area. Kiev, Ed. Academy of Sciences of the Ukrainian SSR, 1963 .P- 142. [Google Scholar]

[8] Jonson J.D.G. Combination of waves and currents. – Rept. Dan. Cent Appl. Math and Mech., 1979, s. 15, p. 161 – 203 [Google Scholar]

[9] Jonsson J.O. Carisen N.A. Experimental and theoritikal investigations in an oscillatory turbulent boundary layer. J. Hydraul. Res., v. 14. No 1, 1976, 45 – [Google Scholar]

[10] S. Eshev, A. Khazratov, A Rakhimov, Sh. A. Latipov Influence of wind waves on the flow in flowing reservoirs. IIUM Engineering Journal, Vol. 21, No. 2, 2020. P.125-132. DOI: https://doi.org/10/31436/iiumej.v21i2.1329. [Google Scholar]

[11] Schields A. Anwendungde der Ahnlichkeitsmechnic und deirTurbulenzforshungaur die diegeschiebebeweggung. Mitteilungen der Preesseveesuchsanstalt fur wasserbau und schiffbau. Berlin, 1936, H. 26, p. 245. [Google Scholar]

[12] Seminara G. Fluvial sedimentary patterns. “Aural Review of Fluid Mechanics». Vol. 42., 2010. Palo Alto (Calif): Annu.Rev.2010, c.43-66. [Google Scholar]

[13] Shuai Wang, Bojie Fu, Shilong Piao, YiheLü, Philippe Ciais, Xiaoming Feng, Yafeng Wang, Reduced sediment transport in the Yellow River due to anthropogenic changes, Nature Geoscience 9, 38–41, 2016. [Google Scholar]

[14] Van Rijn, L.C. A simple general expression for longshore transport of sand, gravel and shingle. Coastal Engineering, Vol. 90, 2014. Р.23-39 [Google Scholar]

[15] S. Eshev, Sh. Latipov, A. Qurbonov, J. Sagdiyev, M. Berdiev, N. Mamatov. Non- eroding speed of water flow of channels running in cohesive soils. Intedration, Partnership. Innovationm in construction science-education (IPICSE 2020). 2020 y. 11-14 november. IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012131. IOP Publishing. doi:10.1088/1757-899X/1030/1/012131 [Google Scholar]

[16] Joldassov, S.K., Sarbassova, G.A., Bekmuratov, M.M., Zholamanov, N.Z., Yangiev, A.A. New structures of sediment exclusion works. News of the National Academy of Sciences of the Republic of Kazakhstan, Series of Geology and Technical Sciences 6(438). 2019. Pp. 184-189. [Google Scholar]

[17] Kajiura K. A model of the botton boundary layer in water waves. Bulletin of the Earthquake Research Institute, Vol. 46, 1968, 75-123. [Google Scholar]

[18] S. Eshev, A. Rakhimovl, I. Gayimnazarov, A. Isakovl, B. Shodiev, F. Bobomurodov. Dynamically stable sections of large soil canals taking into account wind waves. Intedration, Partnership. Innovationm in construction science-education (IPICSE 2020). 2020 y. 11-14 november. IOP Conf. Series: Materials Science and Engineering 1030 (2021) 012131. IOP Publishing. doi:10.1088/1757-899X/1030/1/012131 [Google Scholar]

[19] Yangiev, A., Salyamova, K., Turdikulov, K., Fayziev, X. Dynamics of an earth dam with account for rheological properties of soil under dynamic effect «IOP Conf. Series: Materials Science and Engineering» 869 (2020) 042005 FORM-2020. [Google Scholar]

[20] Choriev, J., Muratov, A., Yangiev, A., Muratov, O., Karshiev, R. Design method for reinforced concrete structure durability with the use of safety coefficient by service life period. IOP Conference Series: Materials Science and Engineering 883(1),012024 2020 [Google Scholar]

[21] Eshev S.S. Calculation of deformable large earth canals in conditions of unsteady water flow. T: Voriswillfindit. 2018, P-168. [Google Scholar]

[22] Bazarov D, Vatin N, Bakhtiyor O, Oybek V. Hydrodynamic effects of the flow on the slab of the stand in the presence of cavitation. IOP Conf Ser Mater Sci Eng. 2021; 1030:012110. [Google Scholar]

[23] Dilshod Bazarov, Irina Markova BN and OV. Hydraulic aspects of the layout of head structures during water intake from lowland rivers. Ser I O P Conf Sci Mater. 2021; 1015:012041. [Google Scholar]

[24] Dilshod B, Markova I, Sultanov S, Kattakulov F. Dynamics of the hydraulic and alluvial regime of the lower reaches of the Amudarya after the commissioning of the Takhiatash and Tuyamuyun hydrosystems. IOP Conf Ser Mater Sci Eng. 2021; 1030:012110. [Google Scholar]

[25] Khidirov S, Jumaboeva G, Ishankulov Z. Hydraulic mode of operation of the Takhiatash hydroelectric complex. 2021; [Google Scholar]

[26] Obidov B, Vokhidov O, Tadjieva D, Saidkhodjaeva D, Kurbanova U, Isakov A. Hydrodynamic effects on the flow elements of the downstream devices in the presence of cavitation. IOP Conf Ser Mater Sci Eng. 2021 [Google Scholar]

[27] Uralov B, Rakhmatov N, Khidirov S, Safarov G. Hydraulic modes of damless water intake. 2021; [Google Scholar]

[28] Uralov B, Choriev R, Maksudova L. Substantiation of the influence of the channel shape and the roughness of machine canals on the pressure loss of irrigation pumping stations Substantiation of the influence of the channel shape and the roughness of machine canals on the pressure loss of i. 2021; [Google Scholar]

[29] Matyakubov B, Begmatov I, Raimova I, Teplova G. Factors for the efficient use of water distribution facilities. IOP Conf Ser Mater Sci Eng. 2020 [Google Scholar]