عنوان مقاله :
بررسي آزمايشگاهي و عددي تاثير شكل هاي مختلف دماغه بر هيدروليك و ساختار جريان سرريز هاي كليد پيانويي مستطيل
پديد آورندگان :
صفرزاده، اكبر دانشگاه محقق اردبيلي - گروه مهندسي عمران، اردبيل , خياط رستمي، سيامك دانشگاه محقق اردبيلي - گروه مهندسي عمران، اردبيل , خياط رستمي، بابك دانشگاه محقق اردبيلي - گروه مهندسي عمران، اردبيل
كليدواژه :
سرريز كليد پيانويي , دماغه , مدل آزمايشگاهي , روش عددي ضريب دبي , خط جريان
چكيده فارسي :
در اين تحقيق هيدروليك و ساختار جريان بر روي سرريزهاي كليد پيانويي مستطيلي با ارتفاعهاي مختلف، در دو حالت بدون دماغه و با وجود دماغه با شكلهاي مختلف با روش آزمايشگاهي و مدلسازي عددي سهبعدي، مطالعه شده است. آزمايشها در يك فلوم به عرض يك متر انجام شده و مدل سرريزها با استفاده از صفحات PVC با سه ارتفاع مختلف به نحوي ساخته شده است كه نسبت طول توسعهيافته تاج به عرض كانال در تمامي آنها برابر پنج باشد. ابتدا منحني ضريب آبگذري براي محدوده گستردهاي از نسبت هد به ارتفاع براي سه ارتفاع مختلف سرريز تعيين و سپس تأثير سه هندسه از دماغه با شكلهاي مثلث، دايره و بيضي بر بهبود ضريب آبگذري سرريز با ارتفاعهاي مختلف بررسيشده است. در اين پژوهش بازه انتخابشده براي نسبت هد به ارتفاع همخواني مناسبي با نسبت مذكور در طراحي سرريز كليد پيانويي سدهاي موجود دارد. بر اساس نتايج حاصله، ضريب آبگذري با افزايش ارتفاع سرريز تا مقدار خاصي افزايشيافته و دماغههاي مثلثي بزرگ و بيضي تأثير قابلملاحظهاي بر بهبود عملكرد هيدروليكي سرريزها دارند. تأثير اصلي دماغه در اصلاح توزيع خطوط جريان بر روي تاج جانبي سرريز در ناحيه پاييندست اين تاج ميباشد.
چكيده لاتين :
In this paper hydraulics and flow structure over the rectangular piano key weirs with different heights have been studied
experimentally and numerically and effects of different fillet shapes on hydraulic performance are investigated.
Experiments are conducted in a one meter width flume. Models of the tested weirs are made from PVC Plates in 3 different
heights and with the same L/W ratios equal to 5. Discharge coefficient curve for wide range of heads over height ratio
for 3 different weir heights are determined and effect of triangular, half round and oval fillets on increasing of discharge
coefficient are investigated. In this research, the chosen range for ratio of head over height is in good agreement with
ratio which has been used to design of prototype weirs. Large triangular and oval shaped fillets have significant effects
on improvement of performance of the piano key weirs. Main effect of fillets is more uniformly distribution of the flow
streamlines over the downstream part of the side crest. In second part of this paper, one and half-key piano key weirs with
oval noses and without any nose (net) have been numerically modeled using Flow-3D model. Discharge coefficients of
one of the numerically simulated rectangular models is compared with derived discharge coefficient curve from physical
model. Convergence of inflow and outflow of numerical model has been controlled. Satisfactory correspondence presents
between the experimental and numerical studies. Discharge distribution over the crest of the normal PKW and the weir
equipped with oval fillet are compared. Result showed that due to uniformly distribution of the streamlines, the fillet
notably increases flow rate at the downstream part of the side crest. Results of numerical simulations are exported to
Tecplot software, in order to visualize the flow streamlines at different parts of the studied weirs. The weir with oval fillet
affects the flow streamlines in three positions: the near bead streamlines of the weir with oval fillet, have less lateral
diversion when they reach beneath the overhang of the outlet keys. In other word, streamlines pass this region more
smoothly rather than normal PKW. As a result, the fillet decreases the local head loss, when the flow enters the inlet keys.
Streamlines of the mid depth level show less contraction at the entrance and middle of the inlet keys. Consequently, lower
velocity of the flow along the inlet keys, helps to more evacuation of the flow from side crests. Finally, streamlines release
more uniformly from downstream part of the side crest. These phenomena results low submergence level at the middle
of the outlet keys. The outlet keys are the brake of nonlinear weirs. By decreasing the submergence level of the outlet
keys, flow from the side crests discharge more freely from inlet to the outlet keys.
عنوان نشريه :
مهندسي عمران مدرس