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A platform for research: civil engineering, architecture and urbanism
Reliability Comparison Method of Rural Settlements Water-Supply
https://orcid.org/http://orcid.org/0000-0001-8107-7912
https://orcid.org/http://orcid.org/0000-0002-9817-8282
https://orcid.org/http://orcid.org/0000-0002-2665-9378
https://orcid.org/http://orcid.org/0000-0002-1450-0044
The paper presents a method that allows to compare the reliability of rural settlements water-supply with a branched water-supply network. First of all, it is needed to choose the main reliability indicator. It should be noted that the range of possible reliability indicators is significant. The main reliability indicator for comparison is the readiness coefficient CR. To calculate this value, it is needed to calculate the average operating time for failure T and the average recovery time TR. The failure criterion is the situation when at least one of the water-supply network sections or well is not operational. The implementation of the method is shown by comparing the water-supply reliability of two rural settlements according to the water-supply networks and wells plans. As a result of calculations of the reliability quantitative indicators values are received. They showed that the faultlessness of water supply in the village “A” is 10.5% higher than in the village “B”. Thus, it is shown that the proposed method allows to perform a comparative analysis of any number of water-supply systems with branched networks.
Reliability Comparison Method of Rural Settlements Water-Supply
https://orcid.org/http://orcid.org/0000-0001-8107-7912
https://orcid.org/http://orcid.org/0000-0002-9817-8282
https://orcid.org/http://orcid.org/0000-0002-2665-9378
https://orcid.org/http://orcid.org/0000-0002-1450-0044
The paper presents a method that allows to compare the reliability of rural settlements water-supply with a branched water-supply network. First of all, it is needed to choose the main reliability indicator. It should be noted that the range of possible reliability indicators is significant. The main reliability indicator for comparison is the readiness coefficient CR. To calculate this value, it is needed to calculate the average operating time for failure T and the average recovery time TR. The failure criterion is the situation when at least one of the water-supply network sections or well is not operational. The implementation of the method is shown by comparing the water-supply reliability of two rural settlements according to the water-supply networks and wells plans. As a result of calculations of the reliability quantitative indicators values are received. They showed that the faultlessness of water supply in the village “A” is 10.5% higher than in the village “B”. Thus, it is shown that the proposed method allows to perform a comparative analysis of any number of water-supply systems with branched networks.
Reliability Comparison Method of Rural Settlements Water-Supply
https://orcid.org/http://orcid.org/0000-0001-8107-7912
https://orcid.org/http://orcid.org/0000-0002-9817-8282
https://orcid.org/http://orcid.org/0000-0002-2665-9378
https://orcid.org/http://orcid.org/0000-0002-1450-0044
The paper presents a method that allows to compare the reliability of rural settlements water-supply with a branched water-supply network. First of all, it is needed to choose the main reliability indicator. It should be noted that the range of possible reliability indicators is significant. The main reliability indicator for comparison is the readiness coefficient CR. To calculate this value, it is needed to calculate the average operating time for failure T and the average recovery time TR. The failure criterion is the situation when at least one of the water-supply network sections or well is not operational. The implementation of the method is shown by comparing the water-supply reliability of two rural settlements according to the water-supply networks and wells plans. As a result of calculations of the reliability quantitative indicators values are received. They showed that the faultlessness of water supply in the village “A” is 10.5% higher than in the village “B”. Thus, it is shown that the proposed method allows to perform a comparative analysis of any number of water-supply systems with branched networks.
Reliability Comparison Method of Rural Settlements Water-Supply
Lecture Notes in Civil Engineering
Onyshchenko, Volodymyr (editor) / Mammadova, Gulchohra (editor) / Sivitska, Svitlana (editor) / Gasimov, Akif (editor) / Novokhatniy, Valeriy (author) / Matyash, Oleksander (author) / Feyziyeva, Gulnar (author) / Sadovyi, Sergiy (author)
International Conference BUILDING INNOVATIONS ; 2022
Proceedings of the 4th International Conference on Building Innovations ; Chapter: 39 ; 489-500
2023-03-09
12 pages
Article/Chapter (Book)
Electronic Resource
English
Water supply for urban settlements
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