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Showing 2 results for Morning Glory Spillway

A. A. Kamanbedast, S. R. Mousavi,
Volume 20, Issue 78 (1-2017)
Abstract

Morning glory spillway is one of the spillways and used when it is not possible to use any other spillways. With the onset of submergence and flow loss, and intensification of circulation and vortexes, spillway performance decreases severely. With decreasing discharge coefficient, the height of water in the reservoir increases and the risk of dam damage, caused by the lack of spillway ability of great flow discharge, increases. Anti-vortex piers are used to solve this problem. The increase of the submergence threshold can provide ability of greater flow discharging, without spillway submergence and its negative consequences. Anti-vortex piers, in addition to correcting circulation and vortexes, may also be effective in increasing the submergence threshold. To investigate this possibility, 110 experiments were performed with the physical model on spillways with square and circular inlet section in different modes and number of anti-vortex piers. Results show that increasing number of Anti-vortex piers increases the submergence threshold and spillway can discharge greater inflow and height of water without being submerged. The effect of the overflow of the circle shape, because currents and vortexes spinning in a circle overflow is higher than square spillway. Also the maximum discharge coefficient was observed when 4 vortex breakers were installed at the angle of 90 degrees.


J. Rouzegar, A. A. Kamanbedast, A. Masjedi, M. Heidarnejad, A. Bordbar,
Volume 23, Issue 3 (12-2019)
Abstract

Morning glory spillway is one of the spillways that used to passing of flood from high to low level. This spillway is used in the reservoir dams that are placed in narrow valleys and in many locations with high slope in reservoir walls. In the Morning glory spillways, the vortex flow can reduce discharge, discharge coefficient and the performance of spillway. The zigzag spillway, as another type, is introduced as a proper option for compensating the problem of passing maximum possible flow rate, usually encountered by spillways. In the present study, the experimental results of a physical model were used to develop a hydraulic design with squire and circle inlet and analysis method for Labyrinth Morning Glory Spillway. The analysis of experimental data in circle and square inlet showed, that increase in length of spillway and zigzag, causes decrease in the discharge coefficient. Finally the result of effect spillway inlet on flow rate demonstrate that discharge coefficient in square inlet is more than circle, whereas without vortex breaker.


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