Forced Surface - Waves on Sloping Beaches. | ||||
| MEJ- Mansoura Engineering Journal | ||||
| Article 1, Volume 24, Issue 1, March 1999, Page 1-8 PDF (180.44 K) | ||||
| Document Type: Research Studies | ||||
| DOI: 10.21608/bfemu.2021.147113 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| E. M. Heikal1; Osami Saied El-Sayed Said Ahmed Rageh* 2; A. I. Terzy3 | ||||
| 1Water Engineering Department., Faculty of Engineering., Zagazig Univrsity., Zagazig., Egypt. | ||||
| 2Irrigation & Hydraulic Engineering Department., Faculty of Engineering., El-Mansoura University., Mansoura., Egypt. | ||||
| 3Water Engineering Department., Faculty of Engineering., Zagazig University., Zagzig., Egypt. | ||||
| Abstract | ||||
| An experimental study is prepared to determine the efficiency and performance of flap type wave generator on a sloping bed. The experimental runs are made for different wave paddle frequency, different water depths and different beach slopes. The wave profile allover the flume length is measured at different locations. The wave height increase with the increasing of the relative water depth. A damping effect is exciting at a certain location of the flume due to the water shoaling and the wave breaking. It was concluded that, the flap type is an efficient device to generate progressive waves for the first regions of the wave flume. | ||||
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