Öz
Run-of-river type hydroelectric power plants generate electrical energy by using a certain portion of the available flow in the river. A computer program called MINI-HPD is developed to perform the hydraulic design of run-of-river plants. This program, which runs under the Windows operating system, is developed in C# programming language. MINIHPD is capable of performing hydraulic design of structural components of diversion weir with lateral intake and overflow spillway, canal, forebay, and penstock. In addition, it can determine the optimum design discharge, optimum installed capacity, and optimum penstock diameter for this type of plants. It is desired to have quick successive runs under various scenarios and combinations of relevant parameters. An application is presented to illustrate the use of the program
Anahtar Kelimeler
Hydroelectrical energy run-of-river plant computer aided design
Kaynakça
- 1 Official web page of State Hydraulic Works, www.dsi.gov.tr. 2 Mays, L.W. (2001).
- Water Resources Engineering, John Wiley and Sons, New York.
- 3 Yıldız, K., (1992). Hydropower Plants: Calculation Guidelines and Design, Ankara, Publications of Turkish State Hydraulic Works (in Turkish).
- 4 Wylie, E.B., Streeter, V.L., and Suo L., (1993). Fluid Transients in Systems, Prentice Hall, NJ 07458. 5 ESHA, (2004).
- Guide on How to Develop a Small Hydropower Plant, Publication of
- the European Small Hydropower Association.
- 6 Knauss, J., (1987). Swirling Flow Problems at Intakes, AIHR Hydraulic Structure Design Manual, Rotterdam, Netherlands.
- 7 USBR (1977). Engineering Monograph No 3: Welded Steel Penstocks, Revised Edition, Washington: Water Resources Technical Publication.
- 8 USBR (1987). Design of Small Dams, Third Edition, Washington: Water Resources Technical Publication.
- 9 Yanmaz, A.M., (2013). Applied Water Resources Engineering, Fourth edition, METU Press, Ankara.
- 10 Camp, T.R., (1946). “Sedimentation and the Design of Settling Tanks”, Transactions ASCE, Vol. 3, No. 2285, pp. 895-936.
- 11 Sungur, T., (1988). Hydraulic sytuctures, Vol.2:Diversion Weirs, DSİ Publications, Ankara (in Turkish).
Öz
Anahtar Kelimeler
Kaynakça
- 1 Official web page of State Hydraulic Works, www.dsi.gov.tr. 2 Mays, L.W. (2001).
- Water Resources Engineering, John Wiley and Sons, New York.
- 3 Yıldız, K., (1992). Hydropower Plants: Calculation Guidelines and Design, Ankara, Publications of Turkish State Hydraulic Works (in Turkish).
- 4 Wylie, E.B., Streeter, V.L., and Suo L., (1993). Fluid Transients in Systems, Prentice Hall, NJ 07458. 5 ESHA, (2004).
- Guide on How to Develop a Small Hydropower Plant, Publication of
- the European Small Hydropower Association.
- 6 Knauss, J., (1987). Swirling Flow Problems at Intakes, AIHR Hydraulic Structure Design Manual, Rotterdam, Netherlands.
- 7 USBR (1977). Engineering Monograph No 3: Welded Steel Penstocks, Revised Edition, Washington: Water Resources Technical Publication.
- 8 USBR (1987). Design of Small Dams, Third Edition, Washington: Water Resources Technical Publication.
- 9 Yanmaz, A.M., (2013). Applied Water Resources Engineering, Fourth edition, METU Press, Ankara.
- 10 Camp, T.R., (1946). “Sedimentation and the Design of Settling Tanks”, Transactions ASCE, Vol. 3, No. 2285, pp. 895-936.
- 11 Sungur, T., (1988). Hydraulic sytuctures, Vol.2:Diversion Weirs, DSİ Publications, Ankara (in Turkish).
Ayrıntılar
| Birincil Dil | Türkçe |
|---|---|
| Bölüm | Makale |
| Yazarlar | |
| Yayımlanma Tarihi | 1 Haziran 2014 |
| Gönderilme Tarihi | 18 Haziran 2015 |
| Yayımlandığı Sayı | Yıl 2014 Cilt: 25 Sayı: 125 |