Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PERENCANAAN GROIN PANTAI SUMEDANG KABUPATEN PESISIR SELATAN
Groin is building coastal protection are usually made perpendicular to the shoreline, andserves to hold the sediment transport along the coast, so that it can reduce / stop the erosion.One effort that is handling the building erected in the form of coastal protection groins. Thisthesis aims to study and explore the planning of a groin. For the purposes of planning andbuilding coastal protection needs calculation criteria waves, significant wave height,significant wave period, and wave height is equivalent to using the method significantly. Thismethod is used in the direction of the wind conditions occur in areas of constant and longenough. To perform this computation, it requires some bathymetry data in the form of data,wind data and 10 years of data to support tidal calculations in the future. With these data, theresults obtained wave calculations, dimensions groin, groin and stability. From thecalculations, the number of groin area 2 km-long review as many as 11 pieces, the distancebetween the groin is 180 m. Groin length is 60 m wide and 3 m high peak which is 4.32 m.On the use of planning type straight groins (I), because the building could withstand sedimenttransport along the coast, and upstream settle building. The material used is natural stone,weight for weight structures obtained groin 1392.935 kg with a diameter of 1.06 m rock, andheavy structures 1459.266 kg groin head stones with a diameter of 1.08 m.Keywords: Erosion, Planning, dimensions, Stability.
PERENCANAAN GROIN PANTAI SUMEDANG KABUPATEN PESISIR SELATAN
Groin is building coastal protection are usually made perpendicular to the shoreline, andserves to hold the sediment transport along the coast, so that it can reduce / stop the erosion.One effort that is handling the building erected in the form of coastal protection groins. Thisthesis aims to study and explore the planning of a groin. For the purposes of planning andbuilding coastal protection needs calculation criteria waves, significant wave height,significant wave period, and wave height is equivalent to using the method significantly. Thismethod is used in the direction of the wind conditions occur in areas of constant and longenough. To perform this computation, it requires some bathymetry data in the form of data,wind data and 10 years of data to support tidal calculations in the future. With these data, theresults obtained wave calculations, dimensions groin, groin and stability. From thecalculations, the number of groin area 2 km-long review as many as 11 pieces, the distancebetween the groin is 180 m. Groin length is 60 m wide and 3 m high peak which is 4.32 m.On the use of planning type straight groins (I), because the building could withstand sedimenttransport along the coast, and upstream settle building. The material used is natural stone,weight for weight structures obtained groin 1392.935 kg with a diameter of 1.06 m rock, andheavy structures 1459.266 kg groin head stones with a diameter of 1.08 m.Keywords: Erosion, Planning, dimensions, Stability.
PERENCANAAN GROIN PANTAI SUMEDANG KABUPATEN PESISIR SELATAN
Hadi Putra, Oyong (Autor:in) / Warman, Mufti (Autor:in) / Naumar, Afrizal (Autor:in)
10.09.2013
Abstract of Undergraduate Research, Faculty of Civil and Planning Engineering, Bung Hatta University; Vol. 2 No. 2 (2013): Jurnal Jurusan Teknik Sipil UBH ; JURNAL TEKNIK SIPIL DAN PERENCANAAN; Vol 2 No 2 (2013): Jurnal Jurusan Teknik Sipil UBH
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
710
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