Abstract
The question of reliability increase in construction at the internal engineering networks designing is analyzed. The influence of the houses connection place to the water-supply system from the reliability point of view is established. The acceptance of the basic reliability indicators for calculating the continuity and renewability of water-supply is substantiated. The main indicators of the water-supply systems reliability in the selected direction should be taken as the mean failure time T and the mean recovery time TR, and the complex indicator—the water-supply system readiness ratio for the direction KR was set. Mathematical model for calculating the reliability of interior water-supply systems is a consistent combination of renewable elements. It includes a raising pumping station and a water-supply network. The choice of the place of house internal water-supply network connection in the center of equireliability is substantiated, and the calculations of the basic reliability indicators are made. With the optimum connection of the house to the external water-supply network, the faultlessness of the internal network in the least reliability direction was increased by 29%.
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Novokhatniy, V., Matyash, O., Kostenko, S., Epoian, S. (2020). Principle of Equireliability at the Internal Water-Supply System Design. In: Onyshchenko, V., Mammadova, G., Sivitska, S., Gasimov, A. (eds) Proceedings of the 2nd International Conference on Building Innovations. ICBI 2019. Lecture Notes in Civil Engineering, vol 73. Springer, Cham. https://doi.org/10.1007/978-3-030-42939-3_65
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