On the use of a beam infiltration water intake structure for water supply purposes
The object of research in this work is the under-channel waters of the Irtysh River, considered as an alternative source of water supply, necessary for the sustainable provision of high-quality drinking water to the population of cities in emergency situations. In bacteriological and sanitary-hygien...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2021-01-01
|
| Series: | E3S Web of Conferences |
| Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/49/e3sconf_interagromash2021_04013.pdf |
| id |
doaj-51a3604bc7a2422d884d9ce3fd6eff51 |
|---|---|
| record_format |
Article |
| spelling |
doaj-51a3604bc7a2422d884d9ce3fd6eff512021-07-07T11:30:50ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012730401310.1051/e3sconf/202127304013e3sconf_interagromash2021_04013On the use of a beam infiltration water intake structure for water supply purposesShamsutdinov Ruslan0Trotsenko Irina1Korchevskaya Yulia2Nazarkin EduardOmsk State Agrarian University named after P.A. StolypinOmsk State Agrarian University named after P.A. StolypinOmsk State Agrarian University named after P.A. StolypinThe object of research in this work is the under-channel waters of the Irtysh River, considered as an alternative source of water supply, necessary for the sustainable provision of high-quality drinking water to the population of cities in emergency situations. In bacteriological and sanitary-hygienic terms, studies have shown that infiltration waters are quite safe. According to the results of the analyzes carried out, infiltration waters are mainly fresh with a salinity of 0.5 to 1 g / l. The most rational scheme from a technical and economic point of view in relation to local conditions are beam water intake structures, which is due to the relatively low thickness of water-bearing rocks. At the same time, infiltration-type water intake structures in the Irtysh river valley should be located at a distance of up to 130 m from the river channel (taking into account the value of hydraulic resistance ∆lн). The distance between wells in a linear row should be taken up to 50 m.https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/49/e3sconf_interagromash2021_04013.pdf |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Shamsutdinov Ruslan Trotsenko Irina Korchevskaya Yulia Nazarkin Eduard |
| spellingShingle |
Shamsutdinov Ruslan Trotsenko Irina Korchevskaya Yulia Nazarkin Eduard On the use of a beam infiltration water intake structure for water supply purposes E3S Web of Conferences |
| author_facet |
Shamsutdinov Ruslan Trotsenko Irina Korchevskaya Yulia Nazarkin Eduard |
| author_sort |
Shamsutdinov Ruslan |
| title |
On the use of a beam infiltration water intake structure for water supply purposes |
| title_short |
On the use of a beam infiltration water intake structure for water supply purposes |
| title_full |
On the use of a beam infiltration water intake structure for water supply purposes |
| title_fullStr |
On the use of a beam infiltration water intake structure for water supply purposes |
| title_full_unstemmed |
On the use of a beam infiltration water intake structure for water supply purposes |
| title_sort |
on the use of a beam infiltration water intake structure for water supply purposes |
| publisher |
EDP Sciences |
| series |
E3S Web of Conferences |
| issn |
2267-1242 |
| publishDate |
2021-01-01 |
| description |
The object of research in this work is the under-channel waters of the Irtysh River, considered as an alternative source of water supply, necessary for the sustainable provision of high-quality drinking water to the population of cities in emergency situations. In bacteriological and sanitary-hygienic terms, studies have shown that infiltration waters are quite safe. According to the results of the analyzes carried out, infiltration waters are mainly fresh with a salinity of 0.5 to 1 g / l. The most rational scheme from a technical and economic point of view in relation to local conditions are beam water intake structures, which is due to the relatively low thickness of water-bearing rocks. At the same time, infiltration-type water intake structures in the Irtysh river valley should be located at a distance of up to 130 m from the river channel (taking into account the value of hydraulic resistance ∆lн). The distance between wells in a linear row should be taken up to 50 m. |
| url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/49/e3sconf_interagromash2021_04013.pdf |
| work_keys_str_mv |
AT shamsutdinovruslan ontheuseofabeaminfiltrationwaterintakestructureforwatersupplypurposes AT trotsenkoirina ontheuseofabeaminfiltrationwaterintakestructureforwatersupplypurposes AT korchevskayayulia ontheuseofabeaminfiltrationwaterintakestructureforwatersupplypurposes AT nazarkineduard ontheuseofabeaminfiltrationwaterintakestructureforwatersupplypurposes |
| _version_ |
1721316291510272000 |