Study of Scour Downstream Different Shapes of Culverts
الشريط الجانبي للمقالة
محتوى المقالة الرئيسي
الملخص
In this research a laboratory study was carried out to investigate the scour phenomenon in sandy soil beds downstream different shapes of culverts, Four shapes of culverts such as circular, ellipse, rectangular and square were used. So, a best hydraulic section was used in rectangular and ellipse shapes. The study includes the measurement and comparison of maximum scour depth and length of scour hole downstream these different shapes of culverts. Also, the distribution of soil parts was studied. It was used five discharges for each one of culvert.
Laboratory results of this study showed that the minimum depth of scour in the same discharge occurred downstream ellipse culvert and then rectangular culvert and then square culvert and the last circular culvert.
المقاييس
تفاصيل المقالة
هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.
THIS IS AN OPEN ACCESS ARTICLE UNDER THE CC BY LICENSE http://creativecommons.org/licenses/by/4.0/
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المراجع
A.K., “Fluid Mechanics”, Romesh Chander Khanna, Dahlia, India, 1980.
British Standard Institution. “Methods of Measurement of Liquid Flow in Open Channel”, London, England, BS3680, (Part A), 1985.
Liriano, S.L. and Day R.A., “Scour at Culvert Outlets as Influenced by the Turbulent Flow Structure”. Journal of Hydraulic Research, Vol.40, No.3, 2002. DOI: https://doi.org/10.1080/00221680209499951
Mazurek, K.A. “Scour of Cohesive Soil by Submerged Plane Turbulent Wall Jets”. Journal of Hydraulic Research, Vol.41, No.2, 2003. DOI: https://doi.org/10.1080/00221680309499961
الجبوري، موفق يونس واخرون ، “دراسة مختبرية للنحر مؤخر القناطر الأنبوبية”، المؤتمر الدوري لمركز بحوث السدود والموارد المائية، جامعة الموصل، (2008).