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Dergiler / Celal Bayar Üniversitesi Fen Bilimleri Dergisi / 2016 / Cilt: 12 - Sayı: 1

The Comparison of Velocity Formulas Used in Stormwater and Sewage Design

Mehmet Ali YURDUSEV
Tulin CETİN
Sayfa
17–26
Yayın Tarihi
2022-10-12
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

In this study, the effects of using such formulas on system characteristics are investigated in an attempt to provide guidance for system designers.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:The diameter and the slope of the pipe for the desired discharge value are calculated in stormwater / sewage systems design by using different velocity formulas.
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Temel Bulgular & Veri:In Turkey, governmental offices that prepare contracts for stormwater and sewage collection systems prefer and use different velocity formulas.
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Sonuç & Katkı:In this study, the effects of using such formulas on system characteristics are investigated in an attempt to provide guidance for system designers.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Abstract

The diameter and the slope of the pipe for the desired discharge value are calculated in stormwater / sewage systems design by using different velocity formulas. In Turkey, governmental offices that prepare contracts for stormwater and sewage collection systems prefer and use different velocity formulas. In this study, the effects of using such formulas on system characteristics are investigated in an attempt to provide guidance for system designers.

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Bu Makaleye Atıf Yap

YURDUSEV, M. A., CETİN, T. (2022). The Comparison of Velocity Formulas Used in Stormwater and Sewage Design. Celal Bayar Üniversitesi Fen Bilimleri Dergisi, Cilt: 12 - Sayı: 1, 17–26. https://ajindex.com/articles/472394

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Kaynakça (10)

  1. Cetin, T.; Yurdusev, M.A. Network Optimization of Urban Stormwater and Sewer Systems by Genetic Algorithms, the Second International Conference on Water, Energy and the Environment 2013
  2. Cetin, T.; Yurdusev, M.A. The Comparison of Velocity Formulas Used in Stormwater and Sewage Design, VII. National Hydrology Congress 2013; 480-489
  3. Iller Bank. Kanalizasyon İşlerinin Planlanması ve Projelerinin Hazırlanmasına Ait Talimatname 1991
  4. ISKI. Kanal Proje ve İhale Dökümanları - Kanalizasyon Projeleri Teknik Şartnamesi 1987
  5. Kavvas, M. Appraisal to the recommended minimum velocity limit in the design of sanitary sewer systems, IMO Journal. 2000; 403-413
  6. Muslu, Y. Çözümlü Problemlerle Su Temini ve Çevre Sağlığı, Su Vakfı 2002
  7. ASCE Task Force. Friction factors in open channels: Progress report of task force on friction factors in open channel, J. Hydraul. Eng. Div., ASCE 1963; 97-143
  8. Swamee, P.K. Design of Sewer Line, Journal of Environmental Engineering. 2001; Vol.27 No.9 776-781
  9. Swamee, P.K.; Sharma, A.K. Optimal Design of a Sewer Line Using Linear Programming, Appl. Math. Modelling 2012;
  10. Swamee, P.K. Critical Slope Equations for Open Channels, ISH J. Hydraulic Eng. 2002; 8(2), 44-49.