title: ÐÐ°ÐºÑÑÐ¼Ð½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð° ÐºÐ°Ð½Ð°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð´Ð»Ñ ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ¸ÑÐ¾Ð²ÐºÐ¸ ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¶Ð¸Ð´ÐºÐ¾ÑÑÐ¸
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: Vacuum sewer systems for transporting wastewater
Creators: name: Ð¡Ð¸Ð½ÑÐºÐ¾Ð²Ð°, ÐÐ°ÑÑ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: 2020
Subjects: Ð²Ð°ÐºÑÑÐ¼Ð½Ð°Ñ ÐºÐ°Ð½Ð°Ð»Ð¸Ð·Ð°ÑÐ¸Ñ
ÑÐ¸ÑÑÐµÐ¼Ð° Ð²Ð¾Ð´Ð¾Ð¾ÑÐ²ÐµÐ´ÐµÐ½Ð¸Ñ
Ð²Ð°ÐºÑÑÐ¼
Ð¿Ð¾ÑÐµÑÐ¸ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ
Ð²Ð°ÐºÑÑÐ¼Ð½ÑÐ¹ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´
Ð²Ð¾Ð´Ð¾Ð¾ÑÐ²ÐµÐ´ÐµÐ½Ð¸Ðµ
ÑÐ±Ð¾Ñ ÑÑÐ¾ÑÐ½ÑÑ Ð²Ð¾Ð´
vacuum canalization
water disposal system
vacuum
pressure loss
vacuum pipeline
water disposal
wastewater discharge

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ°ÐºÑÑÐ¼Ð½Ð°Ñ ÐºÐ°Ð½Ð°Ð»Ð¸Ð·Ð°ÑÐ¸Ñ Ð´Ð»Ñ ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ¸ÑÐ¾Ð²ÐºÐ¸ ÑÑÐ¾ÑÐ½Ð¾Ð¹ Ð¶Ð¸Ð´ÐºÐ¾ÑÑÐ¸Â».
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1.ÐÐ·ÑÑÐµÐ½Ð¸Ðµ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼ ÐºÐ°Ð½Ð°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð² Ð Ð¾ÑÑÐ¸Ð¸ Ð½Ð° ÑÐµÐºÑÑÐ¸Ð¹ Ð¼Ð¾Ð¼ÐµÐ½Ñ;
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4.ÐÑÐµÐ½ÐºÐ° ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð²Ð°ÐºÑÑÐ¼Ð½Ð¾Ð³Ð¾ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð° Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ°Ñ.
Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½ Ð¿Ð¾ÑÑÐ°Ð¿Ð½ÑÐ¹ Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼ Ð´Ð»Ñ ÑÐ°ÑÑÐµÑÐ° Ð¿Ð¾ÑÐµÑÑ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð² Ð²Ð°ÐºÑÑÐ¼Ð½Ð¾Ð¼ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ðµ. Ð¢Ð°Ðº Ð¶Ðµ Ð¾ÑÐµÐ½ÐµÐ½Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ¾Ð² ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð° Ð½Ð° Ð¿Ð¾ÑÐµÑÐ¸ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ. ÐÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¿Ð¾ÑÐµÑÑ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ Ð¿ÑÐ¸ ÑÐ°Ð·Ð»Ð¸ÑÐ½Ð¾Ð¼ Ð½Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ Ð²Ð°ÐºÑÑÐ¼Ð½Ð¾Ð³Ð¾ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð°.
Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð¾ ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ ÑÐ¼ÐµÐ½ÑÑÐµÐ½Ð¸Ðµ Ð½Ð°Ð¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð° ÑÐ²ÐµÐ»Ð¸ÑÐ¸Ð²Ð°ÐµÑ Ð¿Ð¾ÑÐµÑÐ¸ Ð´Ð°Ð²Ð»ÐµÐ½Ð¸Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð²Ð°Ð¶Ð½ÑÐ¼ Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾ÑÑÐ°ÐµÑÑÑ Ð½Ð°ÑÐ¾Ð¶Ð´ÐµÐ½Ð¸Ðµ Ð±Ð°Ð»Ð°Ð½ÑÐ° Ð¼ÐµÐ¶Ð´Ñ ÐºÐ¾Ð¼Ð±Ð¸Ð½Ð°ÑÐ¸ÑÐ¼Ð¸ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ°Ð¼Ð¸ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð° (Ð½Ð°Ð¸Ð¼ÐµÐ½ÑÑÐ¸Ð¹ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½ÑÐ¹ Ð´Ð¸Ð°Ð¼ÐµÑÑ Ð¿ÑÐ¸ Ð½Ð°Ð¸Ð±Ð¾Ð»ÑÑÐµÐ¹ Ð¿ÑÐ¾ÑÑÐ¶ÐµÐ½Ð½Ð¾ÑÑÐ¸ ÑÑÐ°ÑÑÑ) Ð´Ð»Ñ ÑÐ¾ÑÑÐ°Ð½ÐµÐ½Ð¸Ñ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ.
description: The topic of the thesis is "Vacuum sewer systems for transporting wastewaterÂ» 
This paperwork is dedicated to the development of the algorithm of the calculation of vacuum pipeline and estimation of its effectiveness using different parameters. Problems that were solved during the research:
1. Study of the state of the sewerage system; 
2. Analysis of the implementation of the vacuum canalisation both abroad and in Russia; 
3. Creation of the model of the calculation of vacuum pipeline for identifying losses and vacuum pressure;
4. Estimation of vacuum pipeline's effectiveness using different parameters. 
During the study step-by-step algorithm was developed for calculating pressure losses in the vacuum pipeline. Also the influence of different parameters of the pipeline on pressure losses was estimated. The comparison of pressure losses depending on different filling of the vacuum pipeline was established.
As a result, it was found that decreasing the filling of the vacuum pipeline increases pressure losses and also it was considered as an important factor finding the balance between combinations of pipeline's parameters (the least possible diameter given the largest total length) for the preservation of the economical effectiveness of this system.