Computation of parameters of a rainfall discharge system for the Gelendzhik bay
UDC
531, 533Abstract
The work describes one of the variants of engineering a system of rainfall and sewage discharge system by the example of the bay in the town of Gelendzhik. The scheme and principle of operation of the rainfall discharge system described uses the topographical relief with level difference, which is typical to resort towns of the Black Sea coast. Moreover, it is possible to transport rainfall discharges for long distances in the sea without pump feeding. Nonstationary conditions of the flow stream are also possible, which has been also considered in the work.
Funding information
Работа выполнена при поддержке РФФИ р2003юг (03-01-96690).
References
- Прозоров И.В., Николадзе Г.И., Минаев А.В. Гидравлика, водоснабжение и канализация. М.: Высш. школа, 1990. 448 с.
- Цалюк З.Б. Линейные интегральные уравнения Вольтерра. Краснодар: КубГУ, 1980. 70 с.
Downloads
Download data is not yet available.
Downloads
Dates
Submitted
December 28, 2005
Accepted
December 31, 2005
Published
March 30, 2006
How to Cite
[1]
Bunyakin, A.V., Computation of parameters of a rainfall discharge system for the Gelendzhik bay. Ecological Bulletin of Research Centers of the Black Sea Economic Cooperation, 2006, № 1, pp. 67–70.
License
Copyright (c) 2006 Бунякин А.В.
This work is licensed under a Creative Commons Attribution 4.0 International License.
