ESHEV SOBIR SAMATOVICH Tasdiqlangan

ASSESSMENT OF THE STRENGTH OF THE CROSS-SECTION OF THE GROUND CANAL DOI: 10.32743/unitech.2026.145.4.22421

Calculation of The Initiation of Sediment Motion in Open Earthen Channels DOI: 10.55640/eijmrms-06-03-07

GRUNTLI KANALLARNING MUSTAHKAM KESIMLARINI BAHOLASHDA SILJITISH KUCHI USULINI QO‘LLASH DOI: 10.70769/2181-4732.itj.2026-1.07

Investigation of the initiation of sediment movement in mixed flows DOI: 10.1063/5.0275207

Water balance of the Republic of Uzbekistan under conditions of water scarcity: Problems and solutions DOI: 10.1063/5.0280109

Calculation of the geometric characteristics of the washing funnel DOI: 10.1063/5.0280108

Study of physical and mechanical properties of saline lowland soils DOI: 10.1063/5.0267363

ERGODICITY AND STOCHASTIC STABILITY OF A CENTURY-LONG STREAMFLOW RECORD: EVIDENCE FROM THE KASHKADARYA RIVER AT CHIROQCHI DOI: 10.2139/ssrn.5898278

PROBLEMS OF EFFECTIVE USE OF WATER RESOURCES IN THE SOUTHERN REGIONS OF UZBEKISTAN DOI: 10.32743/unitech.2024.121.4.17252

Features of Flow Parameters in the Separation Zone of Concrete-Lined Canals DOI: 10.5220/0013563300004644

Redistribution of Surface and Subsurface Flows Across the Width of the General Channel in the Flow Separation Zone DOI: 10.5220/0013563200004644

Fluid movement in a flat pipe with a break DOI: 10.1051/e3sconf/202336503042

Calculation of its dynamically stable cross-section in the steady motion of the channel flow DOI: 10.1063/5.0113267

Design parameters of water intake chambers on water supply channels of pumping stations DOI: 10.1051/e3sconf/202341005034

Control of flow in the side outflow channel DOI: 10.1051/e3sconf/202336503038

Method for determining optimal overhaul service of centrifugal and axial pumps DOI: 10.1051/e3sconf/202340101052

Calculation of bank deformation in the confluence of two streams DOI: 10.1051/e3sconf/202341005021

Calculation of parameters of subsurface ridges in a steady flow of groundwater channels DOI: 10.1063/5.0135363

Study of operating mode of axial and centrifugal pumps with hydroabrasive wear of parts in flow section of pumping units DOI: 10.1051/e3sconf/202340101051

EVALUATION OF THE INFLUENCE OF THE PHYSICAL PROPERTIES OF BOUND SOILS ON THE WASHING PROCESS DOI: 10.32743/unitech.2022.102.9.14293

FLOW DIVISION IN A CHANNEL WITH SIDE OUTFLOW DOI: 10.32743/unitech.2022.98.5.13721

Non-eroding speed of water flow of channels running in cohesive soils DOI: 10.1088/1757-899x/1030/1/012131

Dynamically stable sections of large soil canals taking into account wind waves DOI: 10.1088/1757-899x/1030/1/012134

The beginning of the movement of bottom sediments in an unsteady flow DOI: 10.1051/e3sconf/202126302042

Calculation of bottom sediment discharge in trapezoidal channels DOI: 10.1051/e3sconf/202126403070

Acceptable water flow rate in sandy channels DOI: 10.1051/e3sconf/202127403002

Improved pump for transporting liquid feed mixtures through pipes on farms DOI: 10.1051/e3sconf/202126304046

A device for reducing the siltation of the front chamber of the pumping station in irrigation systems DOI: 10.1051/e3sconf/202127403001

Critical flow velocities in cohesive saline soils DOI: 10.1051/e3sconf/202126403071

FLUID FLOW IN A KINKED PIPE DOI: 10.32743/unitech.2021.93.12.12790

On The Question Of Calculation Of The Flow Velocity Distribution When Liquid Flowing Cylindrical Bodies DOI: 10.17762/turcomat.v12i11.5829

INFLUENCE OF WIND WAVES ON THE FLOW IN FLOWING RESERVOIRS DOI: 10.31436/iiumej.v21i2.1329

Calculation of sediment flow in channels taking into account passing and counter wind waves DOI: 10.1088/1757-899x/883/1/012036

Calculation Of Parameters Of Hydrodynamically Stable Earth Ducts DOI: 10.31149/ijot.v2i2.686

The study of bottom sediments in streams with mixed movement of clarified flow DOI: 10.5958/2249-7137.2019.00102.2

INVESTIGATION OF SEDIMENT TRANSPORT IN WATERCOURSES TAKING INTO ACCOUNT THE EFFECTS OF WIND WAVES

Формула для расчета размеров воздушно-гидравлического колпака с демпфирующим сопротивлением