Abstract
Flood creates the most complex problems of engineering hydrology and extreme flood contains the crucial risk for urban areas, infrastructure, industry and agriculture. The aim of this paper is to study the transient flow caused by flood for levee of Filyos River. Numerical modeling based on finite element method was performed in the analyses. PlaxFlow which is an add-on module to Plaxis 2D, is used for the time variation of seepage in several points of interest within the levee. Exit velocity at several points of interest within the levee and degree of saturation of levee and hydraulic gradient were investigated. In addition, under seepage of water through different soil types underneath Filyos levee was examined. The results of transient flow analyses when piping occurred and sand boil formed were presented for different soil types.
References
- Akdeğirmen, Ö. et al., (2008). Hidroloji Değerlendirme Raporu. Antalya.
- Atış, E. & Çelikoğlu, Ş. (2019). “Sosyo-Ekonomik ve Çevresel Yönleriyle Filyos Vadi Projesi”, International Social Sciences Studies Journal, 5(29): 49-68.
- Brinkgreve R.B.J. et al, (2006). PlaxFlow-Version 1.4, Delft University of Technology & Plaxis by, The Netherlands.
- Çelik, H. E, (2012). Sel kontrolünde hidroloji. Hidroloji, Istanbul.
- Gulbahar N. A., (2016). Comparison Study of Some Flood Estimation Methods in terms of Design of Water Structures, Internatıonal Journal Of Engineering Technologies.
- https://amu.ac.in/emp/studym/99992537.pdf
- Lopez, N.P., et al., (2010). Internal Erosion Due to Water Flow Through Earth Dams and Earth Structures, Institute of Engineering, National University of Mexico.
- López-Acosta N.P. et al., (2015). Assessment of exit hydraulic gradients at the toe of levees in water drawdown conditions, London Taylor & Francis, DOI: 10.1201/b17703-21.
- Murthy, V.N.S., (2018). Geotecnical Engineering, New York, USA.
- Ozkan, S., (2003). Analytical study on flood induced seepage under river levees, Submitted to Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Doctor of Philosophy Thesis, USA.
- Rice, J. et al., (2012). Reliability-Based Underseepage Analysis in Levees Using a Response Surface–MonteCarlo Simulation Method, Journal of Geotechnical and Geoenvironmental Engineering.
- Spink T., (1996). The Geotechnical And Geoenvironmental Software Directory (GGSD) Catalogues.
- Terzaghi K.et al, (1996). Soil Mechanics in Engineering Practice, 3rd Edition, John Wiley&Sons, Inc, New York, 1996, pp.549.
- Tracy, F. et al., (2016). Transient Seepage Analyses in Levee Engineering Practice Engineer Researchand Development, U.S. Army Corps of Engineers Washington.
Abstract
Taşkın, mühendislik hidrolojisinin en karmaşık sorunlarını meydana getirir ve aşırı taşkın, kentsel alanlar, altyapı, sanayi ve tarım için hayati riskleri içerir. Bu makalenin amacı, Filyos Nehri seddesi üzerinde taşkınların neden olduğu düzensiz akışı incelemektir. Analizlerde sonlu elemanlar yöntemine dayalı sayısal modelleme yapılmıştır. Plaxis 2D'ye bir eklenti modülü olan PlaxFlow, program dahilindeki çeşitli ilgi noktalarında sızıntının zaman değişimi analizi için kullanılır. Seddenin çeşitli ilgi noktalarında çıkış hızı, hidrolik eğim ve doygunluk derecesi incelenmiştir. Ayrıca Filyos seddesinin altındaki farklı zemin türleri için su sızıntısı da incelenmiştir. Borulama meydana geldiğinde ve oluşan kum kaynamasında meydana gelen düzensiz akış analizlerinin sonuçları farklı zemin tipleri için sunulmuştur.
Keywords
References
- Akdeğirmen, Ö. et al., (2008). Hidroloji Değerlendirme Raporu. Antalya.
- Atış, E. & Çelikoğlu, Ş. (2019). “Sosyo-Ekonomik ve Çevresel Yönleriyle Filyos Vadi Projesi”, International Social Sciences Studies Journal, 5(29): 49-68.
- Brinkgreve R.B.J. et al, (2006). PlaxFlow-Version 1.4, Delft University of Technology & Plaxis by, The Netherlands.
- Çelik, H. E, (2012). Sel kontrolünde hidroloji. Hidroloji, Istanbul.
- Gulbahar N. A., (2016). Comparison Study of Some Flood Estimation Methods in terms of Design of Water Structures, Internatıonal Journal Of Engineering Technologies.
- https://amu.ac.in/emp/studym/99992537.pdf
- Lopez, N.P., et al., (2010). Internal Erosion Due to Water Flow Through Earth Dams and Earth Structures, Institute of Engineering, National University of Mexico.
- López-Acosta N.P. et al., (2015). Assessment of exit hydraulic gradients at the toe of levees in water drawdown conditions, London Taylor & Francis, DOI: 10.1201/b17703-21.
- Murthy, V.N.S., (2018). Geotecnical Engineering, New York, USA.
- Ozkan, S., (2003). Analytical study on flood induced seepage under river levees, Submitted to Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Doctor of Philosophy Thesis, USA.
- Rice, J. et al., (2012). Reliability-Based Underseepage Analysis in Levees Using a Response Surface–MonteCarlo Simulation Method, Journal of Geotechnical and Geoenvironmental Engineering.
- Spink T., (1996). The Geotechnical And Geoenvironmental Software Directory (GGSD) Catalogues.
- Terzaghi K.et al, (1996). Soil Mechanics in Engineering Practice, 3rd Edition, John Wiley&Sons, Inc, New York, 1996, pp.549.
- Tracy, F. et al., (2016). Transient Seepage Analyses in Levee Engineering Practice Engineer Researchand Development, U.S. Army Corps of Engineers Washington.
Details
| Primary Language | English |
|---|---|
| Subjects | Engineering |
| Journal Section | Articles |
| Authors | |
| Early Pub Date | July 29, 2021 |
| Publication Date | November 30, 2021 |
| Published in Issue | Year 2021 Issue: 27 |
