title: ÐÑÐ½Ð¾Ð²Ð½ÑÐµ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÐÐ­Ð¡ ÐÑÐ»Ð°Ð½Ð°Ðº-2 Ð½Ð° ÑÐµÐºÐµ ÐÐ°ÑÑÐ½
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Main hydrotechnical buildings of the Kulanak-2 hydroelectric power station on the Naryn River
Creators: name: ÐÑ, ÐÐºÐ°ÑÐµÑÐ¸Ð½Ð°
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: 2023
Subjects: Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ ÐºÐ°Ð½Ð°Ð»
Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ Ð³ÑÑ
Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¸ÐµÐ¼Ð½Ð¸Ðº Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¸
Ð²Ð¾Ð´Ð¾Ð·Ð°Ð±Ð¾ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
ÑÐ½ÐµÑÐ³ÐµÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÐºÐ°Ð½Ð°Ð»Ñ
derivation channel
derivative hydro
derivative recipient of derivation
water intake structures
energy channels

description: Ð Ð°Ð±Ð¾ÑÐ° Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð° Ð¿Ð¾Ð´ ÑÑÐºÐ¾Ð²Ð¾Ð´ÑÑÐ²Ð¾Ð¼ Ð¿ÑÐ¾ÑÐµÑÑÐ¾ÑÐ° Ð.Ð.ÐÐ°Ð²ÑÐ¾Ð²Ð°, Ð´Ð°Ð½Ð½ÑÐµ Ð¿ÑÐµÐ´Ð¾ÑÑÐ°Ð²Ð¸Ð» Ð·Ð°Ð¼ÐµÑÑÐ¸ÑÐµÐ»Ñ Ð½Ð°ÑÐ°Ð»ÑÐ½Ð¸ÐºÐ° Ð³Ð¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¾ÑÐ´ÐµÐ»Ð° Ñ Ð²Ð¾Ð·Ð»Ð¾Ð¶ÐµÐ½Ð¸ÐµÐ¼ Ð¾Ð±ÑÐ·Ð°Ð½Ð½Ð¾ÑÑÐµÐ¹ Ð³Ð»Ð°Ð²Ð½Ð¾Ð³Ð¾ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° ÐÐ Â«ÐÐµÐ½Ð³Ð¸Ð´ÑÐ¾Ð¿ÑÐ¾ÐµÐºÑÂ» Ð.Ð.ÐÑÑÐ³Ð¸Ð½. Ð Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ¾Ð¹ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¸ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½ ÑÐ°ÑÑÐµÑ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÐÐ­Ð¡ ÐÑÐ»Ð°Ð½Ð°Ðº-2: Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¸ÐµÐ¼Ð½Ð¸Ðº, Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ ÐºÐ°Ð½Ð°Ð», Ð½Ð°Ð¿Ð¾ÑÐ½ÑÐ¹ Ð±Ð°ÑÑÐµÐ¹Ð½. Ð£Ð½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾ÑÑÑÑ ÐºÐ¾Ð¼Ð¿Ð¾Ð½Ð¾Ð²ÐºÐ¸ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÑÐ°Ð½ÑÐ¸Ð¸ ÑÐ²Ð»ÑÐµÑÑÑ Ð·Ð°Ð±Ð¾Ñ Ð²Ð¾Ð´Ñ Ð¸Ð· Ð¾ÑÐ²Ð¾Ð´ÑÑÐµÐ³Ð¾ ÐºÐ°Ð½Ð°Ð»Ð° Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÑÐ°Ð½ÑÐ¸Ð¸, ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð½Ð¾Ð¹ Ð²ÑÑÐµ Ð¿Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. Ð Ð¿ÑÐ¾ÐµÐºÑÐµ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÑ Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÑÐ°Ð½ÑÐ¸Ð¸: ÑÑÐ°Ð½Ð·Ð¸ÑÐ½ÑÐ¹ ÑÑÐ°ÑÑÐ¾Ðº Ð¿Ð¾Ð´Ð²Ð¾Ð´ÑÑÐµÐ³Ð¾ ÐºÐ°Ð½Ð°Ð»Ð°, Ð²ÐºÐ»ÑÑÐ°ÑÑÐ¸Ð¹ Ð¿ÐµÑÐµÑÐ¾Ð´Ð½ÑÐ¹ ÑÑÐ°ÑÑÐ¾Ðº, Ð¸ Ð¾ÑÐ²Ð¾Ð´ÑÑÐµÐµ ÑÑÑÐ»Ð¾, Ð³Ð°Ð±Ð°ÑÐ¸ÑÑ Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¸ÐµÐ¼Ð½Ð¸ÐºÐ° Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¸, Ð¿ÐµÑÐµÑÐ¾Ð´Ð½ÑÐ¹ ÑÑÐ°ÑÑÐ¾Ðº Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ ÐºÐ°Ð½Ð°Ð»Ð°, Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ ÐºÐ°Ð½Ð°Ð», Ð½Ð°Ð¿Ð¾ÑÐ½ÑÐ¹ Ð±Ð°ÑÑÐµÐ¹Ð½. ÐÑÐ¸Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÐµÑÐ½Ð¸ÐºÐ¾-ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐµÑÐµÐ½Ð¸Ñ Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ ÐºÐ°Ð½Ð°Ð»Ð°, Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð½Ð¾Ðµ Ð½Ð° Ð°Ð½Ð°Ð»Ð¸Ð·Ðµ Ð¾ÑÐ½Ð¾ÑÐµÐ½Ð¸Ñ ÑÐ´ÐµÐ»ÑÐ½Ð¾Ð¹ Ð²ÑÑÐ°Ð±Ð¾ÑÐºÐ¸ ÑÑÐ°Ð½ÑÐ¸Ð¸ Ð¸ Ð¿Ð¾ÑÐµÑÑ Ð½Ð°Ð¿Ð¾ÑÐ° ÐºÐ°Ð½Ð°Ð»Ð°.Â  ÐÐ»Ñ ÑÑÐ¾Ð³Ð¾ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð° Ð¼Ð¾Ð´ÐµÐ»Ñ ÑÐµÐ»ÑÐµÑÐ° Ð¼ÐµÑÑÐ½Ð¾ÑÑÐ¸ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ðµ CIVIL 3D Ð¸ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÑ Ð·ÐµÐ¼Ð»ÑÐ½ÑÑ ÑÐ°Ð±Ð¾Ñ. ÐÐ°Ð±Ð°ÑÐ¸ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿Ð¾Ð´Ð²Ð¾Ð´ÑÑÐµÐ³Ð¾ ÑÑÐ°Ð½Ð·Ð¸ÑÐ½Ð¾Ð³Ð¾ ÐºÐ°Ð½Ð°Ð»Ð° Ð²ÑÐ±ÑÐ°Ð½Ñ Ð¸ÑÑÐ¾Ð´Ñ Ð¸Ð· ÑÑÐ»Ð¾Ð²Ð¸Ñ Ð¼Ð¸Ð½Ð¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð¿Ð¾ÑÐµÑÑ Ð½Ð°Ð¿Ð¾ÑÐ°.
description: The work was performed under the guidance of Professor N.P.Lavrov, the data was provided by Deputy Head of Hydrotechnical Department with the assignment of duties of chief engineer of the project JSC Â«LenhydroproektÂ» K.V.Purgin. In the masterâs thesis the calculation of the main hydraulic engineering structures of the derivative HES Kulanak-2 is presented: the water recipient, the derivation channel, the pressure pool. The unique configuration of this station is the intake of water from the drainage channel of the derivation station located upstream. In the project the following elements of the derivation station are calculated: the transit section of the supply channel, including the transition section, and the diversion channel, the dimensions of the derivation recipient, the transition section of the derivation channel, the derivation channel, the pressure basin. The technical and economic substantiation of the section of the derivation channel, based on the analysis of the ratio of the station specific output and losses of the channel head, is resulted.Â  For this purpose, a terrain relief model was built in the CIVIL 3D program and the necessary earthwork was calculated. The dimensions of the elements of the supply transit channel are selected taking into account the condition of minimizing the pressure loss.