title: ÐÐ¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½ÑÐ¹ Ð³Ð¸Ð´ÑÐ¾ÑÐ·ÐµÐ» ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½Ð¾Ð³Ð¾ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð½Ð° Ð½ÐµÑÐºÐ°Ð»ÑÐ½ÑÑ Ð³ÑÑÐ½ÑÐ°Ñ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÐÐ°Ð¿Ð°Ð´Ð½Ð¾Ð¹ Ð¡Ð¸Ð±Ð¸ÑÐ¸
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Low-pressure hydraulic complex for complex purposes on non-rocky soils in Western Siberia
Creators: name: ÐÐ°ÑÐºÐµÐ»Ð¾Ð², Ð¡ÐµÑÐ³ÐµÐ¹
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2024
Subjects: Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½ÑÐ¹ Ð³Ð¸Ð´ÑÐ¾ÑÐ·ÐµÐ»
Ð³ÑÑÐ½ÑÐ¾Ð²Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°
Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°
ÑÐ°ÑÑÑÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸
Ð³Ð¸Ð´ÑÐ°Ð²Ð»Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ
ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ
Ð²Ð¾Ð´Ð¾Ð·Ð°Ð±Ð¾ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ
ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð°
low-pressure hydroelectric power plant
ground dam
spillway dam
hydroelectric power plant building
stability calculation
hydraulic calculation
static calculation
develop the main hydraulic structures in the hydroelectric complex

description: Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð°. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» Ð¿Ð¾Ð´Ð¾Ð±ÑÐ°Ð½ ÑÑÐ²Ð¾Ñ Ð¸ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð° Ð¿Ð¾Ð¹Ð¼ÐµÐ½Ð½Ð°Ñ ÐºÐ¾Ð¼Ð¿Ð¾Ð½Ð¾Ð²ÐºÐ° Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð° Ñ ÑÑÐµÑÐ¾Ð¼ Ð¿ÑÐ¸ÑÐ¾Ð´Ð½ÑÑ, ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð¸ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸Ð¹. Ð ÑÐ¾ÑÑÐ°Ð² Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð° Ð²ÑÐ¾Ð´ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ: Ð³ÑÑÐ½ÑÐ¾Ð²Ð°Ñ Ð¸ Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ, Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¸ÑÐ¼Ð½Ð¸Ðº, Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ ÐºÐ°Ð½Ð°Ð». Ð¢Ð°ÐºÐ¶Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐ°ÑÑÑÑ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² Ð·Ð´Ð°Ð½Ð¸Ñ ÐÐ­Ð¡. ÐÐ»Ñ Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ð¹ Ð¸ Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð±ÑÐ»Ð¸ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ñ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÐ¼Ð¸ Ð³Ð¸Ð´ÑÐ°Ð²Ð»Ð¸ÑÐµÑÐºÐ¸Ð¼Ð¸ Ð¸ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¼Ð¸ ÑÐ°ÑÑÐµÑÐ°Ð¼Ð¸. ÐÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÑÑ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»ÐµÐ¹, ÑÑÐ¾ÐºÐ° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°, Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð¼Ð°ÑÐ¸Ð½ Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÑ Ð°ÑÐ¼Ð°ÑÑÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¾Ð¿Ð°Ð»ÑÐ±Ð¾ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð·ÑÐ¹ÑÑÐ².
description: The aim of the work is to develop the main hydraulic structures in the hydroelectric complex. In the work, a target was selected, and a floodplain layout of a low-pressure hydraulic unit was proposed, considering natural, construction and operational conditions. The structure of the hydroelectric complex includes the following structures: an underground and spillway dam, a water intake, a derivation channel. Also, the calculation of the dimensions of the HPP building. For the ground and spillway dams was carried out, the main design solutions were developed, which were justified by the necessary hydraulic and static calculations. The calculation of technical and economic indicators, the construction period, the selection of necessary construction machines and the productivity of reinforcement and formwork farms were carried out.