METHOD FOR SILTING CONTROL OF QUICK-SILTING WATER RESERVOIRS

摘要

the invention u043eu0442u043du043eu0441u0438u0442u0441u00a0 for operation of hydraulic and water reservoirs. the purpose of u0438u0437u043eu0431u0440u0435u0442u0435u043du0438u00a0 - increase of the exploitation u0431u044bu0441u0442u0440u043eu0437u0430u0438u043bu00a0u044eu0449u0435u0433u043eu0441u00a0 reservoir and reducing the cost of its operation. in the reservoir, a conduit 7, and the removal of suspended solids in the lower canal pound u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 through a hole in the body of the dam.with the establishment of u043fu0440u00a0u043cu043eu043bu0438u043du0435u0439u043du043eu0433u043e in terms of channel 7 u043fu0440u043eu0438u0437u0432u043eu0434u00a0u0442 before the exploitation of the reservoir, which provides the direction u0432u0437u0432u0435u0441u0435u043du0435u0441u0443u0449u0435u0433u043e transit flow 6 in u0441u0431u0440u043eu0441u043du043eu0435 hole, with a 13.removal of suspended solids u043eu0441u0443u0449u0435u0441u0442u0432u043bu00a0u044eu0442 during u043fu043eu0441u0442u0443u043fu043bu0435u043du0438u00a0 u043fu0430u0432u043eu0434u043au043eu0432u044bu0445 u0432u0437u0432u0435u0441u0435u043du0435u0441u0443u0449u0438u0445 flows 6 in the reservoir while maintaining the calculated normal u043fu043eu0434u043fu0435u0440u0442u043eu0433u043e u0443u0440u043eu0432u043du00a0 3 water s reservoir while simultaneously opening the closures in the body of the dam 1 13.the device u0434u043bu00a0 discharge suspended in the bief contains opening, which u0432u044bu043fu043eu043bu043du00a0u044eu0442 as u0442u0443u043du043du0435u043bu00a0 8 installed at the level of the dead volume gradient equal or large slope the bottom of a river.the hole is u0443u043bu0430u0432u043bu0438u0432u0430u044eu0449u0438u043c u043eu0433u043eu043bu043eu0432u043au043eu043c 9 and an additional lock 11 u0434u043bu00a0 extractions below our u0443u0440u043eu0432u043du00a0 dead volume, u0441u043eu043eu0431u0449u0430u044eu0449u0435u0433u043eu0441u00a0 with channel 7 and contempora x in terms of u043fu0435u0440u043fu0435u043du0434u0438u043au0443u043bu00a0u0440u043du043e dam 1 on the axis u0434u0432u0438u0436u0435u043du0438u00a0 u0432u0437u0432u0435u0441u0435u043du0435u0441u0443u0449u0435u0433u043e flow. 2 u0441.u043f.u0444 - lu, 1).