SavedAdd your journal

Journals / Teknik Dergi / 2014 / Cilt: 25 - Sayı: 125

-

Computer Assisted Preliminary Design of Run-of- River Plants

Emir ALIMOĞLU
Zafer BOZKUŞ
A. Melih YANMAZ
Pages
—
Publication Date
2014-06-01
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

An application is presented to illustrate the use of the program

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Run-of-river type hydroelectric power plants generate electrical energy by using a certain portion of the available flow in the river.
📊
Key Findings & Data:A computer program called MINI-HPD is developed to perform the hydraulic design of run-of-river plants.
💡
Conclusion & Impact:An application is presented to illustrate the use of the program
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Hydroelectrical energy · run-of-river plant · computer aided design

Abstract

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

🔖

Cite This Article

ALIMOĞLU, E., BOZKUŞ, Z., YANMAZ, A. M. (2014). -. Teknik Dergi, Cilt: 25 - Sayı: 125. https://ajindex.com/articles/51349

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (7)

  1. 1 Official web page of State Hydraulic Works, www.dsi.gov.tr. 2 Mays, L.W. (2001).
  2. 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).
  3. 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).
  4. 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).
  5. Design of Small Dams, Third Edition, Washington: Water Resources Technical Publication. 9 Yanmaz, A.M., (2013).
  6. 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).
  7. Hydraulic sytuctures, Vol.2:Diversion Weirs, DSİ Publications, Ankara (in Turkish).