VAC 06.01.2002 Мелиорация, рекультивация и охрана земель
UDK 62 Инженерное дело. Техника в целом. Транспорт
UDK 63 Сельское хозяйство. Лесное хозяйство. Охота. Рыбное хозяйство
GRNTI 68.31 Сельскохозяйственная мелиорация
GRNTI 70.17 Водохозяйственное строительство. Гидротехнические и гидромелиоративные сооружения
OKSO 110000 СЕЛЬСКОЕ И РЫБНОЕ ХОЗЯЙСТВО
OKSO 20.03.02 Природообустройство и водопользование
OKSO 20.04.02 Природообустройство и водопользование
BBK 40 Естественнонаучные и технические основы сельского хозяйства
TBK 5445 Гидротехническое строительство
TBK 5607 Сельскохозяйственная мелиорация
BISAC TEC014000 Hydraulics
The aim of the article is to develop a method for calculating water losses from irrigation channels in determining the permeability of rock in the zone of filtration flow on the basis of the law of infiltration A.N. Kostyakov using the results of studies of free filtration from pits and foundation pits in loess loams. Pressure movement of water in irrigation canals is subject to the laws of two-phase flow, in which – in contrast to the Darcy law for the zone of saturation plays an important role, the volume and its change in time. The filtration rate (VF) increases with increasing rock moisture (θ) along the S-curve, while the pressure gradient (I = dh/dz) decreases. The dependences of these parameters on the pressure are represented by power functions, and their product CDP = VFI does not change in time and can serve as a characteristic of the filtration flow under the channel. When installing paired piezometers near the water chore line in the channel and determining the graph I(t) by the value of the twophase flow constant CDP, it is possible to calculate the filtration rate at a number of times and the water losses during unsteady filtration. Water losses from the channels at equilibrium humidity increases with increasing head according to the formula A.N. Kostyakova, in which the water permeability of rocks is characterized by a steady filtration rate at a head of 1.0 m, and the gradient is the function of pressure. The application of the proposed method of calculating losses in the design of irrigation systems will increase the reliability of the justification of the volume of anti-filtration measures and the forecast of the groundwater level.
water permeability of unsaturated rocks, capillary properties, pressure, trapped air content, pressure gradient, filtration rate
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