Sistem interkoneksi tenaga listrik dengan daya damping yang rendah dapat menjadi penyebab terjadinya masalah osilasi frekuensi rendah pada sistem tenaga listrik. Pada kondisi kerja yang ekstrim, stabilitas sistem daya (PSS) bisa mengalami kegagalan dalam meredam osilasi tersebut. Makalah ini menyajikan desain kendali robust pada PSS dan kapasitor seri terkendali thyristor (TCSC) secara simultan untuk meredam osilasi pada sistem interkoneksi tenaga listrik. Untuk menggaransi kendali yang kokoh, teknik pertubasi aditif invers digunakan untuk merepresentasikan ketidakpastian sistem pada sistem tenaga listrik seperti perubahan parameter sistem, pembangkitan sistem dan kondisi pembebanan yang sulit diprediksi secara pasti. Pada studi ini, algoritma genetika digunakan untuk menala parameter kendali pada PSS dan TCSC secara simultan. Studi simulasi telah dilakukan pada sistem bus tak berhingga mesin tunggal (SMIB) untuk membuktikan bahwa kendali yang telah didesain mempunyai unjuk kerja dan kekokohan yang lebih bagus dibandingkan dengan kendali konvensional.
An assessment of the wave power at the southern coast of the middle part of Java Island (Indonesia) was conducted based on a 15-year hindcast spectral wave model using the MIKE 21 Spectral Wave software. The model was forced with wind data with a 0.125° spatial interval and hourly time resolution. The obtained model was validated with field data collected from a buoy station that provided a set of significant wave height data with an hourly data interval for the whole month of June 2014. The validation showed that the obtained model matched the observed data with a minor average error. A spatial analysis was conducted in order to find the most suitable location for installing wave energy converters while taking into consideration the potential area demand, the wave power intensity, and the distance from the shore. Moreover, spatial analysis is conducted in order to find a suitable location to install wave energy converters, with consideration to potential area demand, wave power intensity, and distance from the shore. The best prospective location reached 30 kW/m of mean wave power intensity, 2.04 m of mean significant wave height, 8.9 s of mean wave period, 150 m of distance from the shoreline.
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