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EN
Polymermineral material "PMM" has multiple cycles of swelling and drying. It does not decompose under soil, biological and atmospheric influences and is environmentally safe. By adding the proportion of up to 30 g/kg of PMM additive to soil and tamping, we get a waterproofing material that can be used in urban construction and water supply. Taking into account the fact it is not always technically possible to carry out high-quality ramming when repairing channel walls, the task was to conduct an experimental study in order to determine the total moisture content of the mixture of PMM additive with soil. Experimental results of laboratory studies show that when PMM is added to the soil at a ratio of 30 g/kg under evaporation conditions, the mass of excess water in the substrate increases with time.
EN
The composite weir-gate structure is considered an important hydraulic structure. This is because of its widely used in civil engineering hydraulic works especially in an irrigation system to measure, control, divert and keep the required water level. This study focuses on the influence of barrier existence on the hydraulic parameters that described the hydraulic characteristics of composite weir-gate hydraulic structure. In this study, several experimental runs were conducted to determine the effect of barrier's location, spacing and number on the water level and depth at the downstream region of flume, discharge coefficient of composite hydraulic structure, and flow rate throughout the flume. Our experiments indicated that the turbulence intensity, inlet effect, and position, gap, and number of barriers have affected the hydraulic behavior of weir-gate structure. This appears clearly by obtaining different results of discharge coefficient and flow rate that cross the weir-gate structure comparing with same cases without barriers. Also this study gives some insights on the significance roles of fluid separation, eddies generation near the barrier, fluid resistance and overlap between overflow and underflow velocities and their effects on hydraulic factors that dominate the problem. These hydraulic factors must be considered in the design and construction of barrier/barriers in open channel to prevent any fluctuation or drop in discharge, water elevation and the required water depth at downstream region.
3
Content available remote The impact of the wheel rim contact with the rail on energy consumption
EN
The article presents studies on the effect of change of the wheel flange friction coefficient with the rail on the rail vehicle energy consumption. It describes how to simulate the phenomena analyzed on the basis of the dynamics of rigid bodies connected with elastic elements. The wheel rail contact was simulated using the FASTSIM contact algorithm. The results relating to the drive through track curves of varying radii were presented.
PL
W artykule zaprezentowano badania nad wpływem zmiany współczynnika tarcia styku obrzeża koła z szyną na zużycie energii przez pojazd szynowy. Opisano sposób symulowania analizowanego zjawiska w oparciu o dynamikę brył sztywnych połączonych elementami podatnymi. Styk koło szyna zasymulowano przy użyciu algorytmu kontaktu FASTSIM. Przedstawiono wyniki odnoszące się do przejazdu przez łuki toru o różnym promieniu.
4
Content available remote Structure modeling of the CLAAS ARION 620 road-rail shunting tractor
EN
The article presents the third-generation road-rail shunting tractor based on the CLAAS ARION 620 agricultural tractor. The mechanical, hydraulic and pneumatic structure of the tractor, traction parameters on the track, built-in traction system and the draw and buffer gears give it the characteristics of a universal vehicle designed for driving on roads as well as rail tracks with a normal gauge of 1435 mm or the 1520 mm wide track or a normal and wide track.
PL
W artykule zaprezentowano ciągnik szynowo-drogowy trzeciej generacji wykonany na bazie ciągnika rolniczego CLAAS ARION 620. Przedstawiono strukturę mechaniczną, hydrauliczną i pneumatyczną ciągnika, parametry trakcyjne na torze, zabudowany szynowy układ jezdny oraz urządzenia pociągowo-zderzne nadające mu cechy pojazdu uniwersalnego przeznaczonego do jazdy po drogach kołowych i torach kolejowych o normalnym rozstawie 1435 mm i na torach szerokich 1520 mm oraz na torach normalnych i szerokich.
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