DEVELOPMENT OF SOFTWARE FOR THE CALCULATION OF THE OPTIMUM PROFILE OF THE WATER DRAIN FRONT OF THE DAM ON OF NON-ROCK FOUNDATION
https://doi.org/10.21822/2073-6185-2015-39-4-116-126
Abstract
One of the main tasks solved when designing low-pressure spillway dams on non-rock foundations, is the design of an optimal profile of the front spillway with the lowest price. The complexity of manual calculation ofa spillway profile of the dam.Require's work the establishment of calculation tools.It will reduce design time and facilitate are designer's. The developed program complex has practical value and can be widely used in the design practice of weirs on non-rock foundation.
References
1. Chugaev R. R. Waterworks. In 2 parts. Part 2. The overflow dam. - M.: Agropromizdat, 1985. - 302 p.
2. Kurbanova Z. A. Development of methods and software complex for calculation of optimal parameters of the structures front low-pressure spillway dams: author. dis. ... candidate. tekhn. Sciences. – Makhachkala: DGTU, 2005. - 24 p
3. Bartenyev ov VisualFortran: new opportunities. - Moscow: Dialog-MIFI, 1999. - 400 p.
4. Kurbanova Z. A. Methods and software complex for calculation of optimal parameters of the spillway structures of the front low-pressure spillway dams /Z. A. Kurbanov, I. And G. Suleymanov, V. A. Magomedov , Herald DGTU. – 2010. No. 17. – pр. 52-60.
5. Kurbanova Z. A. study of the effect on the specific economical costs of low-head spillway dams of different factors, international research journal. – 2013. - №4(11). - P1. – pр.101-105.
Review
For citations:
Kurbanova Z.A. DEVELOPMENT OF SOFTWARE FOR THE CALCULATION OF THE OPTIMUM PROFILE OF THE WATER DRAIN FRONT OF THE DAM ON OF NON-ROCK FOUNDATION. Herald of Dagestan State Technical University. Technical Sciences. 2015;39(4):116-126. (In Russ.) https://doi.org/10.21822/2073-6185-2015-39-4-116-126
Views:
744
Email this article 
