flow pattern at lateral intake using a spur dike and submerged vanes

نویسندگان

سعید گوهری

استادیار گروه مهندسی آب دانشگاه بوعلی سینا سیدعلی ایوب زاده

دانشیار گروه مهندسی سازه های آبی دانشگاه تربیت مدرس مسعود قدسیان

استاد گروه مهندسی عمران دانشگاه تربیت مدرس سیدعلی اکبر صالحی نیشابوری

استاد گروه مهندسی عمران دانشگاه تربیت مدرس

چکیده

flow passing through lateral intakes and channel junctions is turbulent. sediment flow and bed forms areaffected by these flow patterns and vice versa. in this research, a laboratory study was carried out toexplore a possible method for sediment control for a set of submerged vanes and a single spur dikesimultaneously. since a larger portion of the near-bed flow was diverted, the intake received a relativelylarge amount of bed load material; thus, appropriate and reliable methods were needed to minimize theamount of diverted sediment materials into the intake channel. the submerged vane creates a tip vortex andthen the helical flow downstream reduces movement of bed sediment into the diversion. in this study, theoptimum dimension, number and array of vanes were selected as determined by the regular design method.to guide flow into the diversion and increase vane performance, a single spur dike was utilized at theopposite side of the intake channel. the location, length and angle of the spur dike were optimized usingthe results of previous testing. the flow patterns for three diversion ratios (13%, 18%, and 24%) and a 25cm spur dike positioned 80 cm from the intake at a 45° angle. the flow depth was measured using a pointgauge and three dimensional velocities (u, v, w) at five levels above the bed as measured by adv. afterthe sediment flow reached equilibrium, the channel bed was fixed. the length of separation at the intakechannel was decreased by increasing the diversion ratio. by setting a spur dike opposite to the intakechannel, the width of the separation line decreased at the channel bottom and increased at the surface,decreasing the amount of sediment ingestion in the intake channel.

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تحقیقات مهندسی کشاورزی

جلد ۱۱، شماره ۴، صفحات ۱-۱۸

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