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Объект проектированиÑ: Ð±ÐµÑ‚Ð¾Ð½Ð½Ð°Ñ Ð²Ð¾Ð´Ð¾ÑливнаÑ, каменно-наброÑнаÑЦель работы: увеличение полезного объема водохранилища гидроузла Тишрин.Результат работы: оценка уÑтойчивоÑти плотины Ñ Ð½Ð¾Ð²Ð¾Ð¹ отметкой Ð³Ñ€ÐµÐ±Ð½Ñ ÐžÐ±Ð»Ð°Ñть Ð¿Ñ€Ð¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ñ€ÐµÐ·ÑƒÐ»ÑŒÑ‚Ð°Ñ‚Ð¾Ð²: увеличение отметки Ð³Ñ€ÐµÐ±Ð½Ñ Ð¿Ð»Ð¾Ñ‚Ð¸Ð½Ñ‹ Ñ Ñ†ÐµÐ»ÑŒÑŽ ÑƒÐ²ÐµÐ»Ð¸Ñ‡ÐµÐ½Ð¸Ñ Ð¾Ð±ÑŠÐµÐ¼Ð° водохранилищаВыводы: поÑле Ð¿Ñ€Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¾Ñ†ÐµÐ½ÐºÐ¸ надёжноÑти плотины Ñ ÑƒÐ²ÐµÐ»Ð¸Ñ‡ÐµÐ½Ð½Ð¾Ð¹ выÑотой, данной конÑÑ‚Ñ€ÑƒÐºÑ†Ð¸Ñ Ð¼Ð¾Ð¶ÐµÑ‚ иÑпользоватьÑÑ Ð´Ð»Ñ ÑƒÐ²ÐµÐ»Ð¸Ñ‡ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÐµÐ·Ð½Ð¾Ð³Ð¾ объема водохранилища гидроузла Тишрин.
Object of designing: concrete spillway, rockfillWork purpose: increasing the usable volume of the Tishrin hydroelectric reservoir..The results of this work : assessment of dam stability with the new crest mark Scope of the results of the work: increase in the level of the dam crest in order to increase the volume of the reservoirConclusions: After assessing the reliability of the dam with increased height, this structure can be used to increase the usable volume of the reservoir at the Tishrin hydroelectric complex.
stress state, плоÑина, dam, напÑÑженное ÑоÑÑоÑние, ÑÑÑойÑивоÑÑÑ Ð¸ пÑоÑноÑÑÑ, selection of optimal values, hydraulic construction, support structures, river hydraulic structures, подпоÑнÑе ÑооÑÑжениÑ, гидÑоÑÐµÑ Ð½Ð¸ÑеÑкое ÑÑÑоиÑелÑÑÑво, Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð¾Ð¿ÑималÑнÑÑ Ð·Ð½Ð°Ñений, ÑеÑнÑе гидÑоÑÐµÑ Ð½Ð¸ÑеÑкие ÑооÑÑжениÑ, stability and strength
stress state, плоÑина, dam, напÑÑженное ÑоÑÑоÑние, ÑÑÑойÑивоÑÑÑ Ð¸ пÑоÑноÑÑÑ, selection of optimal values, hydraulic construction, support structures, river hydraulic structures, подпоÑнÑе ÑооÑÑжениÑ, гидÑоÑÐµÑ Ð½Ð¸ÑеÑкое ÑÑÑоиÑелÑÑÑво, Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð¾Ð¿ÑималÑнÑÑ Ð·Ð½Ð°Ñений, ÑеÑнÑе гидÑоÑÐµÑ Ð½Ð¸ÑеÑкие ÑооÑÑжениÑ, stability and strength
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