نوع مقاله : مقاله پژوهشی
نویسندگان
1 استادیار گروه عمران، سازه های هیدرولیکی، دانشگاه آزاد اسلامی، واحد دزفول، باشگاه پژوهشگران جوان و نخبگان، دزفول، ایران.
2 کارشناس ارشد عمران، سازه های هیدرولیکی، دانشگاه آزاد اسلامی،واحد دزفول، دزفول، ایران.
3 کارشناس ارشد عمران، دانشگاه آزاد اسلامی، واحد مهاباد، باشگاه پژوهشگران جوان و نخبگان، مهاباد، ایران.
4 استاد گروه مهندسی آب ، دانشکده فنی و مهندسی، دانشگاه تبریز، ایران
چکیده
کلیدواژه‌ها
موضوعات
عنوان مقاله [English]
نویسندگان [English]
In places where the flow velocity is high, due to the unevenness of the spillway bed , the streamlines are separated from the bed, and at the downstream area, the pressure drop occurs and ultimately leads to the destruction of the spillway bed (Raesi, 2011). Jonson (1963) showed that, if the vacuum is formed inside the vortex core, the initial value of the vacuum should be less than or equal to one. Ohern and Katz (1986) have shown in their research that the beginning of the initial vacuum is in the three-dimensional structure inside the nucleus and not in the nuclei of the circuits. Savage and Johnson (2006) have found that a numerical model is useful for determining the flow rate and flow pressure by comparing the numerical and physical model of the flow over the Ojee spillway. Zhang, Wu and Dong (2010), with the help of the model made in the Hydraulic Laboratory of the University of Zhijiang, have studied the effect of air mixture in flow on the surface pressure and vacuum, and showed to have a positive effect on air concentration. ShafaiBajestan and NasrEsfahani (2014) investigated the cavitation phenomenon at the stilling basin with a rough bed and an abrupt drop. In this study, factors affecting the index of cavitation like velocity, pressure and the amount of air into the stream in five states of without aeration, with ramps on the bed, with ramps on the bed and wall duct, with a ramp in the walls, and also with a ramp on the bedand the wall was examined.
کلیدواژه‌ها [English]
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