Araştırma Makalesi

Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams

Cilt: 32 Sayı: 4 1 Temmuz 2021
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Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams

Öz

Using the measured data on 15 laboratory models in USA, six models and one prototype in Turkey, the discharge coefficients (C’s) of radial-gated ogee spillways for various gate openings and lake water surface elevations are computed. Comparison of these C’s for 22 spillways with the ones given by Figure 9-31 of Design of Small Dams does not show close agreements. It is determined that C depends on both the angle Ɵ and the ratio d/H1, rather than Ɵ only where d and H1 are the gate opening and the upstream head, and statistically significant regression equations are computed individually for each one of 22 cases.

Anahtar Kelimeler

Kaynakça

  1. [1] USBR, Design of Small Dams, Second edition, US Department of The Interior, Bureau of Reclamation, US Government Printing Office, Washington DC, 1973.
  2. [2] USBR, Design of Small Dams, A Water Resources Technical Publication, Third edition, US Department of The Interior, Bureau of Reclamation, US Government Printing Office, Washington DC, 1987.
  3. [3] DSI, Ilısu Dam and Hydroelectric Power Plant, Hydraulic Report of Flood Spillway, Rep–14.160/0030–Rev.1. Colenco Power Engineering Ltd, IM Magia Engineering, Dolsar Engineering, Rast Engineering Ltd., Dams and Hydroelectric Power Plants Department, General Directorate of State Water Works, Ankara, Turkey, 2010.
  4. [4] Enerjisa, Hydraulic Design of Flood Spillway of Kavsak Dam. Enerjisa Engineering Ltd, Istanbul, Turkey, 2009.
  5. [5] Sanko, Final Feasibility Report of Yedigoze Dam and HPP Volume 1, Appendix-4: Hydraulic Design of Flood Spillway (in Turkish). Sanko Engineering and Consulting Inc., Cetin Emec Boulevard, 6th Street, No: 61/7, 06520 Balgat, Ankara, Turkey, 2007.
  6. [6] Temelsu, Final Design Project of Bayramhacılı Dam and HPP, Chapter 3.1: Hydraulic Design of Flood Spillway (in Turkish). Temelsu Engineering and Consulting Inc., Ankara, Turkey, 2007.
  7. [7] USACE, Hydraulic Design Criteria, Volume 2, Tainter Gates on Spillway Crests, Sheets 311-1 to 311-5. Department of the Army, Corps of Engineers, Mississippi River Commission, Waterways Experimentation Station, Vicksburg, Mississippi, USA, 1987.
  8. [8] Mazumdar, S. K. and Roy, I. D., Orifice flow in a gated spillway. ISH Journal of Hydraulic Engineering, 3(2), 44–52, DOI: 10.1080/09715010.1997.10514609, 1997.

Ayrıntılar

Birincil Dil

İngilizce

Konular

Mühendislik, İnşaat Mühendisliği

Bölüm

Araştırma Makalesi

Yayımlanma Tarihi

1 Temmuz 2021

Gönderilme Tarihi

15 Mart 2019

Kabul Tarihi

7 Ocak 2020

Yayımlandığı Sayı

Yıl 2021 Cilt: 32 Sayı: 4

Kaynak Göster

APA
Haktanır, T., & Khalaf, M. (2021). Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams. Teknik Dergi, 32(4), 10919-10945. https://doi.org/10.18400/tekderg.540640
AMA
1.Haktanır T, Khalaf M. Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams. Teknik Dergi. 2021;32(4):10919-10945. doi:10.18400/tekderg.540640
Chicago
Haktanır, Tefaruk, ve Mohammed Khalaf. 2021. “Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams”. Teknik Dergi 32 (4): 10919-45. https://doi.org/10.18400/tekderg.540640.
EndNote
Haktanır T, Khalaf M (01 Temmuz 2021) Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams. Teknik Dergi 32 4 10919–10945.
IEEE
[1]T. Haktanır ve M. Khalaf, “Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams”, Teknik Dergi, c. 32, sy 4, ss. 10919–10945, Tem. 2021, doi: 10.18400/tekderg.540640.
ISNAD
Haktanır, Tefaruk - Khalaf, Mohammed. “Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams”. Teknik Dergi 32/4 (01 Temmuz 2021): 10919-10945. https://doi.org/10.18400/tekderg.540640.
JAMA
1.Haktanır T, Khalaf M. Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams. Teknik Dergi. 2021;32:10919–10945.
MLA
Haktanır, Tefaruk, ve Mohammed Khalaf. “Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams”. Teknik Dergi, c. 32, sy 4, Temmuz 2021, ss. 10919-45, doi:10.18400/tekderg.540640.
Vancouver
1.Tefaruk Haktanır, Mohammed Khalaf. Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams. Teknik Dergi. 01 Temmuz 2021;32(4):10919-45. doi:10.18400/tekderg.540640