Comparing the Behavior Hydrodynamics Flow Over of Type A, B, and C Piano Key Weirs
Authors
Abstract:
The piano key weir (PKW) is a new type of hydraulic structure that has been of great interest to designers in recent years. In the present study, steady flow on the types A, B, and C PKWs was studied numerically using the FLOW-3D numerical model. Upon software validation using the experimental data, the 3D flow pattern on the types A, B, and C PKWs was studied, and along with the evaluation of the flow hydrodynamics, the differences in the flow behavior for different geometries were explained. The results showed that the wetted perimeter of the type B PKW was more than that in the types A and C PKWs. Therefore, the velocity of the approaching flow to the type A PKW was less than that in the other two types, which led to a more uniform flow distribution over different parts of the output key and hence, decreased the local submergence and increased the outflow percent from the output key crest. This finally led to an increase in the total output discharge as well as the discharge coefficient of the type B PKW compared to types A and C PKWs.
similar resources
the investigation of the relationship between type a and type b personalities and quality of translation
چکیده ندارد.
Hydraulic design of A-type Piano Key Weirs
Piano Key Weirs (PKWs) are an alternative to linear overflow structures, increasing the unit discharge for similar heads and spillway widths. Thus, they allow to operate reservoirs with elevated supply levels, thereby providing additional storage volume. As they are relatively novel structures, few design criteria are available. Hence, physical model tests of prototypes are required. This study...
full textNumerical Analysis of Flow Hydraulic in Trapezoidal Labyrinths and Piano Key Weirs
The flow fields over a trapezoidal labyrinth weir (two-cycle) and a piano key weir were simulated using Flow3D, studying the impact of each model on the flow field in the weirs and the coefficient of discharge in comparison with the available experimental data. Moreover, the models were investigated experimentally in a 12.5 m long, 0.3 m wide, and 0.4 m high rectangular flume under clear-water ...
full textFrom Labyrinth to Piano Key Weirs – A historical review
Free crest spillways are hydraulically efficient and safe in operation. Since their discharge capacity is directly proportional to the crest length several types have been developed with the purpose to increase the length of the latter. Among these types traditional labyrinth weir spillways have been studied and used for a long time. Their hydraulic performance and the effect of the involved ge...
full textComparison of Hydraulic Performance of Linear and Nonlinear Piano-Key Weirs in Plan
In this research, by using FLOW3D, the performance of non-linear (arced) piano key (PKW-NL) in plan and linear piano key weir (PKW-L), with equal length of weir, was compared. Results showed that nonlinearity of the weir caused 20% increase in the discharge coefficient. Investigating the velocity contours for these two weir models also showed that maximum velocity within the PKW-NL weir structu...
full textComparison of hydraulic design equations for A-type Piano Key weirs
Introduction Piano Key weirs (PKWs) are a hydraulically attractive alternative to linear overflow weirs, increasing the unit discharge at the unregulated spillway inlet for similar heads and spillway widths. This advantage, allowing for operation of dam reservoirs on elevated supply levels thus providing an increased retention volume, is a result of the non-linear nature of PKWs being folded ba...
full textMy Resources
Journal title
volume 7 issue 27
pages 40- 28
publication date 2021-02
By following a journal you will be notified via email when a new issue of this journal is published.
No Keywords
Hosted on Doprax cloud platform doprax.com
copyright © 2015-2023