title: ÐÐ¸Ð´ÑÐ¾ÑÐ·ÐµÐ» ÐÐ°Ð³Ð¾Ð¹ II Ð½Ð° Ñ. ÐÐ°Ð³Ð¾Ð¹ Ð² ÑÐµÐ³Ð¸Ð¾Ð½Ðµ Â«ECOWASÂ» ÐÑÑÐ¸ÐºÐ¸
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: Bagoi II waterworks on the Bagoi River in the "ECOWAS" region of Africa
Creators: name: ÐÐ¸Ð½Ð½Ð¸ÐºÐ¾Ð², ÐÐµÐ½Ð¸Ñ
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: Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½ÑÐ¹ Ð³Ð¸Ð´ÑÐ¾ÑÐ·ÐµÐ»
ÐºÐ¾Ð¼Ð¿Ð½Ð¾Ð²ÐºÐ°
Ð³ÑÑÐ½ÑÐ¾Ð²Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°
Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°
Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¸ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÐÐ­Ð¡
Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¸ÐµÐ¼Ð½Ð¸Ðº
Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ ÐºÐ°Ð½Ð°Ð»
ÑÑÑÐ¿ÐµÐ½ÑÐ°ÑÑÐ¹ ÑÑÐ±Ð¾Ñ Ð¾Ð´. ÑÐ°ÑÑÑÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸
low-pressure waterworks
layout
ground dam
spillway dam
hydroelectric power plant building and equipment
water receiver
derivation channel
stepped fish passage
stability calculation

description: Ð ÑÑÐ¾Ð¹ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ, Ð²ÑÐ¿Ð¾Ð»ÐµÐ½Ð½Ð¾Ð¹ Ð¿Ð¾Ð´ ÑÑÐºÐ¾Ð²Ð¾Ð´ÑÑÐ²Ð¾Ð¼ Ð¿ÑÐ¾ÑÐµÑÑÐ¾ÑÐ° ÐÐ¨ÐÐ¸Ð­Ð¡, Ð´.Ñ.Ð½., Ñ.Ð½.Ñ. Ð.Ð. Ð¡Ð¸Ð´Ð¾ÑÐµÐ½ÐºÐ¾, Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð° Ð² ÑÑÐ»Ð¾Ð²Ð¸Ñ ÐÐ°Ð¿Ð°Ð´Ð½Ð¾Ð¹ ÐÑÑÐ¸ÐºÐ¸ Ð½Ð° ÑÐµÐºÐµ ÐÐ°Ð³Ð¾Ðµ. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½ Ð²Ð°ÑÐ¸Ð°Ð½Ñ ÐºÐ¾Ð¼Ð¿Ð¾Ð½Ð¾Ð²ÐºÐ¸ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð°, Ð²ÐºÐ»ÑÑÐ°ÑÑÐµÐ³Ð¾ Ð² ÑÐµÐ±Ñ Ð³ÑÑÐ½ÑÐ¾Ð²ÑÑ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ, Ð²Ð¾Ð´Ð¾Ð·Ð°Ð±Ð¾ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ, Ð·Ð´Ð°Ð½Ð¸Ðµ ÐÐ­Ð¡, Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½ÑÑ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ð¸ ÑÑÐ±Ð¾ÑÐ¾Ð´. ÐÐ»Ñ Ð·ÐµÐ¼Ð»ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ð´Ð°Ð½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐ°ÑÑÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð¿Ð¾Ð´Ð±Ð¾Ñ Ð¾ÑÐ½Ð¾Ð²Ð½Ð¾Ð³Ð¾ Ð¾Ð±Ð¾ÑÑÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÐ°ÑÑÐµÑÑ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² Ð·Ð´Ð°Ð½Ð¸Ñ ÐÐ­Ð¡. ÐÐ»Ñ Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð³Ð¸Ð´ÑÐ°Ð²Ð»Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ°ÑÑÐµÑÑ, ÑÐ°ÑÑÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸. Ð¡Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¸ÐµÐ¼Ð½Ð¸Ðº Ð¸ Ð´ÐµÑÐ¸Ð²Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐ¹ ÐºÐ°Ð½Ð°Ð». ÐÐ»Ñ ÑÑÑÐ¿ÐµÐ½ÑÐ°ÑÐ¾Ð³Ð¾ ÑÑÐ±Ð¾ÑÐ¾Ð´Ð° Ð´Ð°Ð½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ ÑÐµÑÑÐµÐ¶Ð¸ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð°.
description: In this final qualifying work, carried out under the guidance of Professor of the HSHE&amp;PE, Doctor of Technical Sciences, senior Researcher G.I. Sidorenko, the development of a low-pressure hydroelectric power plant in the conditions of West Africa on the Bagoe River is presented. A variant of the layout of the hydroelectric complex, including a ground dam, a water intake structure, a hydroelectric power station building, a spillway dam and a fish passage, is considered. For an earthen dam, the main design solutions are given and the stability calculation is performed. The selection of the main equipment and calculations of the main dimensions of the HPP building were carried out. Hydraulic calculations and stability calculations were performed for the spillway dam. The water intake and the derivation channel are designed. The basic design solutions are given for a stepped fish walker. Drawings of the main structures of the low-pressure hydraulic unit have been developed.