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Dergiler / Teknik Dergi / 2021 / Cilt: 32 - Sayı: 4

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

Tefaruk HAKTANIR
Mohammed KHALAF
Sayfa
10919–10945
Yayın Tarihi
2021-07-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

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.

📌 3 Maddede Bu Makale

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Amaç & Hipotez: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.
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Temel Bulgular & Veri: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.
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Sonuç & Katkı: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.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:discharge coefficient for partially-opened radial-gated spillways · ogee spillways · coefficient

Özet

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.

Abstract

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.

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Bu Makaleye Atıf Yap

HAKTANIR, T., KHALAF, M. (2021). Discharge Coefficients for Radial-Gated Ogee Spillways by Laboratory Data and by Design of Small Dams. Teknik Dergi, Cilt: 32 - Sayı: 4, 10919–10945. https://ajindex.com/articles/219411

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Kaynakça (12)

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