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Abstrak :
Pantai utara Pulau Jawa terus mengalami dinamika pesisir yang mengakibatkan mundurnya garis pantai secara signifikan. Berdasarkan data Kementerian Kelautan dan Perikanan (KKP), dari 100 lokasi pantai yang tergerus di 17 provinsi, pantai utara Pulau Jawa mengalami erosi terparah, mencapai 745 km atau 44 persen total panjang garis pantainya. Kemunduran garis pantai dapat disebabkan oleh 3 faktor yaitu kenaikan muka air laut, erosi dan penurunan tanah. Penelitian bertujuan untuk mengetahui korelasi antara kesetimbangan sedimen pada sel pantai terhadap hipotesa awal adanya penurunan tanah yang menyebabkan kemunduran garis pantai. Metode perhitungan kesetimbangan sedimen menggunakan model hipotetikal kesetimbangan sedimen. Pemodelan dilakukan di sepanjang pantai utara Pulau Jawa. Metode yang digunakan dalam penelitian ini yaitu dengan pemodelan hipotetikal kesetimbangan sedimen menggunakan LITDRIFT model Longshore Sediment Drift. Hasil pemodelan menunjukkan bahwa terdapat anomali yaitu kondisi sedimen bernilai surplus namun kondisi dilapangan garis pantainya mengalami mundur. Beberapa lokasi yang mengalami surplus sedimen namun mengalami kemunduran garis pantai, dan setelah dibandingkan dengan pengamatan lapangan dan data sekunder terdapat bukti penurunan tanah yaitu Pantai Pondok Bali, Pantai Randusongo, Pantai Muara Reja, Pantai Depok, Pantai Slamaran, Pantai Jeruksari-Mulyorejo dan Pantai Sriwulan. Hasil pemodelan ini dapat digunakan sebagai indikator awal adanya penurunan tanah yang menyebabkan garis pantai mundur. Dalam penanganan erosi sedimentasi, studi detail perlu dilakukan secara lebih komprehensif

Abstrak :
ABSTRAK
Pile breakwater is an alternative coastal structure to prevent coastal erosion considering the economic and technical aspect. An improved design for pile breakwater is proposed here. Our goal is to develop an assessment tool in planning the implementation of pile breakwater. This tool is based on numerical model that has been verified with physical model result. The wave spectrum show that the numerical model is able to simulate the wave as same as the physical model with overestimation. It also points out that the simulation with wave period (T) = 2.5 s has more significant noise than the simulation with wave period (T) = 2 s. In general, the numerical model has high accuracy for predicting incident wave height (Hi), transmitted wave height (Ht) and transmission coefficient (KT) with error below 1 % RMSE. Xbeach is also able to simulate pile breakwater with high accuracy especially for two or three row arrangement with width gap 0.3 m. Even so, the numerical model have limitation regarding wave phase and wave through irregularity. Pile breakwater is an alternative coastal structure to prevent coastal erosion considering the economic and technical aspect. An improved design for pile breakwater is proposed here. Our goal is to develop an assessment tool in planning the implementation of pile breakwater. This tool is based on numerical model that has been verified with physical model result. The wave spectrum show that the numerical model is able to simulate the wave as same as the physical model with overestimation. It also points out that the simulation with wave period (T) = 2.5 s has more significant noise than the simulation with wave period (T) = 2 s. In general, the numerical model has high accuracy for predicting incident wave height (Hi), transmitted wave height (Ht) and transmission coefficient (KT) with error below 1 % RMSE. Xbeach is also able to simulate pile breakwater with high accuracy especially for two or three row arrangement with width gap 0.3 m. Even so, the numerical model have limitation regarding wave phase and wave through irregularity.