Numerical Study of Flow Patterns around T shape spur dike And Support Structure
Journal Title: Journal of River Engineering - Year 2014, Vol 2, Issue 5
Abstract
Spur dike is one of the economical ways to preserve river morphology. The numerical methods are so repeatable, and there can reduce time and the cost of simulation versus experimental methods. In the present study the flow patterns around T shape spur dike, when a support structure located in upstream of T shape spur dike, have been analyzed in 90 degrees bend channel by Flow-3D model. To verify numerical model both of the numerical and the experimental data compared in longitudinal section. Indeed, results show acceptable agreements between numerical and experimental data. After verification a support structure has been installed in the upstream of T shape spur dike with five distance times bigger than the length of T shape spur dike. Support structure changed the flow patterns and hydraulic parameters such as the power of secondary flow and separation zone in all of the section. Amount of power of secondary flow decreased more than 50 percent when support structure located in upstream of T shape spur dike.
Authors and Affiliations
Mohammad Vaghefi - Arash Ahmadi - Behroz Faraji - Mitra Javan - Afshin Eghbalzadeh
Comparison of Evapotranspiration Models for Estimating Reference Evapotranspiration in an Arid and semiarid Region, Northeast of Iran
In this study, evapotranspiration (ET0) was determined by several models for Bojnord city in Khorasan province. Outputs were obtained from IMO (Iran Meteorological Organization) weather station, located in the Bojnord...
Flood Zoning Simulation byHEC-RAS Model (Case Study: Johor River-Kota Tinggi Region)
Flooding of rivers has caused many human and financial losses. Hence, studies and research on the nature of the river is inevitable.However, the behavior of rivers hasmany complexities and in this respect, computer mo...
Experimental Investigation on Flow Pattern of a Wall Jet
In this paper, effect of the bed roughness on the flow pattern in a wall jet is studied experimentally. Channel that experiments has been carried out included glass walls and metal floors with 0.57 meters width, 1 met...
Investigation of the capability of a Numerical model to simulate a Mining Pit in River Bed
Rivers are the most essential source of aggregates for civil works such as construction of roads, canals, concrete buildings and many other construction purposes. However, the improper mining of sand and gravel from bed...
Experimental Study of the Shear Stress Effect on the Deposition Process of the Cohesive Sediments
Describing the behavior of cohesive sediments is so complicated; and the flocculation of these sediments increases the amount of sedimentation.Cohesive sediments are characterized as a mixture of predominantly clay an...