Forecast of mud silting of vortex zone behind the transverse dam

Yakubov, Kuvonchbek; Mukimov, Zieviddin Mamurovich; Murodova, Dilrabo

doi:10.1063/5.0124212

Cited by 2 publications

(2 citation statements)

References 20 publications

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“…  (20) here: ср H is average speed in the cooler, mm; П of the subsidence curve in the interval is defined as follows [10,21,22,23,24,25]: (23) where: K is the empirical coefficient…”

Section: Resultsmentioning

confidence: 99%

Fundamentals of hydraulic calculations of water softening structures in drip irrigation technology (in case of Zarafshan river)

Yangiev,

Salyamova,

Omarova

et al. 2023

E3S Web of Conf.

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This article presents the results of field studies on the study of the process of sediment settling in the settling tanks of the drip irrigation system carried out on farms in the Akdarya and Ishtikhan districts of the Samarkand region, which are supplied with water from the Zarafshan River. Calculation of the process of settling sediments in sedimentation tanks was carried out according to the method of A.G.Khachatryan, and a graph of the relationship between the length of the sedimentation tank and the degree of sediment clarification was determined. As a result, recommendations have been developed to substantiate the optimal parameters of sedimentation tanks for various natural conditions.

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Section: Resultsmentioning

confidence: 99%

Fundamentals of hydraulic calculations of water softening structures in drip irrigation technology (in case of Zarafshan river)

Yangiev,

Salyamova,

Omarova

et al. 2023

E3S Web of Conf.

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“…A. Ismagilov, A. Einstein, A. Daido, G'. Davronov and others, and to some extent, positive results were achieved [15][16][17][18][19][20].…”

Section: Introductionmentioning

confidence: 90%

Establishing construction of clarifiers for managing turbid sediments in flood reservoirs in mountain areas

Yangiev,

Khujakulov,

Adjimuratov

et al. 2023

E3S Web of Conf.

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The article presents the results of field research conducted in the Langar flood reservoir in the Kashkadarya region. Accumulation of large amounts of muddy sediments occurred in flood reservoir basins. The useless dead volume of the anchor flood reservoir is completely filled with silty sediments. As a result, storing the required volume of water in the flood reservoir is impossible when the flood flows occur. Therefore, building a two-chamber filter in the water-bearing basin of the flood reservoir is advisable. A two-chamber clarifier built in the catchment basin allows for the temporary settling of turbid sediments and improves the operational conditions of the flood reservoir. The construction of the flood reservoir is placed in the river bed of the flood reservoir. The 2nd chamber is connected to the first chamber, the length L2 = 200 m, the width b2 = 80 m, it is 1.25 times larger than the width of the natural bed, and the depth h2 = 1.5 m. Both cameras are assumed to have the same longitudinal slope i1 = i2. Preliminary recommendations on the safety assessment of flood reservoirs have been developed.

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Forecast of mud silting of vortex zone behind the transverse dam

Cited by 2 publications

References 20 publications

Fundamentals of hydraulic calculations of water softening structures in drip irrigation technology (in case of Zarafshan river)

Fundamentals of hydraulic calculations of water softening structures in drip irrigation technology (in case of Zarafshan river)

Establishing construction of clarifiers for managing turbid sediments in flood reservoirs in mountain areas

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