title: ÐÑÐ½Ð¾Ð²Ð½ÑÐµ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ½Ð¾-ÑÐ½ÐµÑÐ³ÐµÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾
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: The main hydraulic structures of a low-pressure transport and energy hydroelectric complex in the conditions of Southern Russia
Creators: name: Ð¤ÐµÐ´Ð¾ÑÐ¾Ð²Ð°, ÐÐ»ÐµÐ½Ð°
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 ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ½Ð¾-ÑÐ½ÐµÑÐ³ÐµÑÐ¸ÑÐµÑÐºÐ¸Ð¹ Ð³Ð¸Ð´ÑÐ¾ÑÐ·ÐµÐ»
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ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸Ñ Ð¸ Ð¾ÑÐ³Ð°Ð½Ð¸Ð·Ð°ÑÐ¸Ñ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°
low-pressure transport and energy hydroelectric power plant
ground dam
spillway dam on a non-rock foundation
single-line shipping lock
lock chamber
culvert plate
apron
end device
ponur
technology and organization of construction

description: Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ½Ð¾Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð½Ð¸Ð·ÐºÐ¾Ð½Ð°Ð¿Ð¾ÑÐ½Ð¾Ð³Ð¾ Ð³Ð¸Ð´ÑÐ¾ÑÐ·Ð»Ð° Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð®Ð³Ð° Ð Ð¾ÑÑÐ¸Ð¸. Ð ÑÐ¾-ÑÑÐ°Ð² ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð²Ð¾ÑÐ»Ð¸: Ð³ÑÑÐ½ÑÐ¾Ð²Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°, Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð°Ñ Ð¿Ð»Ð¾ÑÐ¸Ð½Ð°, Ð²Ð¾Ð´Ð¾Ð±Ð¾Ð¹Ð½Ð°Ñ Ð¿Ð»Ð¸ÑÐ°, ÑÐ¸ÑÐ±ÐµÑÐ¼Ð°, ÐºÐ¾Ð½ÑÐµÐ²Ð¾Ðµ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð¾, Ð¿Ð¾Ð½ÑÑ, Ð¾Ð´Ð½Ð¾Ð½Ð¸ÑÐ¾ÑÐ½ÑÐ¹ ÑÑÐ´Ð¾ÑÐ¾Ð´Ð½ÑÐ¹ ÑÐ»ÑÐ·, Ð·Ð´Ð°Ð½Ð¸Ðµ ÐÐ­Ð¡. Ð Ð¿ÑÐ¾ÐµÐºÑÐµ ÑÐ»ÐµÐ´ÑÐµÑ Ð¿ÑÐµÐ´ÑÑÐ¼Ð¾ÑÑÐµÑÑ ÑÑÐ»Ð¾Ð²Ð¸Ñ Ð¿ÑÐ¾Ð¿ÑÑÐºÐ° ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÑÐ°ÑÑÐ¾Ð´Ð¾Ð², ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ðµ Ð¿ÐµÑÐµÐ¼ÑÑÐµÐº Ð¸ Ð¾ÑÐµÑÐµÐ´Ð½Ð¾ÑÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÑÐ°Ð±Ð¾Ñ. Ð ÐµÑÐ°ÐµÐ¼ÑÐµ Ð² ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÐ¾Ð´Ð±Ð¾Ñ Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð¾Ð³Ð¾ ÑÑÐ¾Ð½ÑÐ° 2. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ¼ÐµÑÐ¾Ðº Ð¸ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² Ð¿Ð¾Ð½Ð¸Ð¶ÐµÐ½Ð½Ð¾Ð³Ð¾ ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð² Ð½Ð¸Ð¶Ð½ÐµÐ¼ Ð±ÑÐµÑÐµ; 3. ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð½ÑÑÑÐ° Ð¸ Ð¾ÑÐµÐ½ÐºÐ° ÑÑÑÑÐ¾Ð·Ð¸Ð¾Ð½Ð½Ð¾Ð¹ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð³ÑÑÐ½ÑÐ° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ; 4. Ð Ð°ÑÑÐµÑ ÑÑÐµÐ´Ð½ÐµÐ¹ ÑÐµÐºÑÐ¸Ð¸ Ð²Ð¾Ð´Ð¾ÑÐ»Ð¸Ð²Ð½Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ð½Ð° ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð¸ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ; 5. ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¸ ÑÐ°ÑÑÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð½Ð¸Ð·Ð¾Ð²Ð¾Ð³Ð¾ Ð¾ÑÐºÐ¾ÑÐ° Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ð¹ Ð¿Ð»Ð¾ÑÐ¸Ð½Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð¢ÐµÑÑÐ°Ð³Ð¸; 6.ÐÐ±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ Ð¿ÑÐ¾Ð¿ÑÑÐºÐ° ÑÐ°ÑÑÐ¾Ð´Ð¾Ð² II Ð¾ÑÐµÑÐµÐ´Ð¸; 7.ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ¾Ð¿ÑÑÐ³Ð°ÑÑÐ¸Ñ ÑÑÑÐ¾ÐµÐ². 8.ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² Ð²ÐµÑÑÐ½ÐµÐ¹ Ð¸ Ð½Ð¸Ð¶Ð½ÐµÐ¹ Ð³Ð¾Ð»Ð¾Ð²Ñ ÐºÐ°Ð¼ÐµÑÑ ÑÐ»ÑÐ·Ð°. Ð Ð°ÑÑÐµÑÑ Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¸Ð»Ð¸ÑÑ Ð±ÐµÐ· Ð¾Ð¿ÑÑÐ½Ð¾Ð³Ð¾ Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ¶Ð´ÐµÐ½Ð¸Ñ, Ð¿Ð¾ Ð·Ð°Ð´Ð°Ð½Ð½ÑÐ¼ Ð¸ÑÑÐ¾Ð´-Ð½ÑÐ¼ Ð´Ð°Ð½Ð½ÑÐ¼. ÐÐ±Ð»Ð°ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ: Ð³Ð¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾.
description: The purpose of the work is a comprehensive design of hydraulic structures as part of a low-pressure hydraulic unit in the conditions of Southern Russia. The set of structures included: an earth dam, a spillway dam, a culvert plate, an apron, an end device, a ponur, a single-line shipping lock, a hydroelectric power station building. The project should provide for the conditions for skipping construction costs, the lo-cation of jumpers and the order of construction work. Tasks to be solved in the course of the work: 1. Selection of the spillway front; 2. Determination of the marks and dimensions of the lowered attachment in the downstream; 3. Design of the elements of the underground contour and assessment of the suffu-sion strength of the foundation soil; 4. Calculation of the middle section of the spillway dam for stability and strength; 5. Calculation of the stability of the bottom slope of a soil dam by the Terzagi meth-od; 6. Ensuring the passage of expenses of the second stage; 7. Design of the mating foundations. 8. Determination of the main dimensions of the upper and lower heads of the airlock chamber. Calculations were carried out without experimental confirmation, according to the given initial data. Scope of application: hydraulic engineering construction.