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<http://digilib.unila.ac.id/id/eprint/27399> <http://purl.org/dc/terms/title> "PERENCANAAN KONSTRUKSI PELINDUNG TEBING SUNGAI\r\nSEBAGAI UPAYA PENANGANAN LONGSOR AKIBAT BANJIR DI\r\nBELOKAN SUNGAI"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/27399> <http://purl.org/ontology/bibo/abstract> "Sungai merupakan salah satu drainase yang memiliki fungsi sebagai saluran.\r\nSungai yang memiliki banyak tikungan disebut sungai meander. Kondisi\r\nmorfologi sungai yang demikian cenderung mengakibatkan aliran air yang terjadi\r\nmengarah ke daerah tertentu di sisi luar belokan dan dapat mengakibatkan\r\nlongsor. Oleh karena itu, diperlukan adanya konstruksi pelindung tebing sungai\r\ntersebut. Penelitian ini bertujuan untuk merencanakan konstruksi pelindung tebing\r\nsungai di belokan sungai dalam hal upaya penanganan longsor.\r\nDalam penelitian ini dilakukan analisis hidrologi dengan data curah hujan yang\r\nterletak di Cikao dari tahun 2001 hingga tahun 2015. Dari data hujan kemudian\r\ndilakukan anilisis hidrologi hingga mendapatkan debit hujan serta debit banjir\r\nrencana. Setelah didapatkan debit banjir rencana dan muka air banjir sungai,\r\nkemudian dilakukan perencanaan dimensi konstruksi pelindung tebing sungai\r\nberupa dinding penahan tanah. Selanjutnya dilakukan perhitungan stabilitas\r\ndinding penahan tanah hingga dimensi yang dipakai aman.\r\nDalam analisis yang dilakukan, diperoleh nilai debit hujan rencana untuk kala\r\nulang 50 tahun yaitu 39,6333 m³/detik. Tinggi muka air banjir pada cross section\r\nyang ditinjau adalah 1,76 m dengan elevasi 260,65 m di atas permukaan laut.\r\nDimensi dinding penahan tanah yang direncanakan adalah sebesar 0,3 m untuk\r\nlebar mercu, panjang kaki 2,4 m, tebal kaki 0,5 m dengan tinggi dinding 4 m.\r\nBerdasarkan analisis stabilitas dinding yang dilakukan, disimpulkan dinding aman\r\ndari bahaya geser, guling, serta aman dalam perhitungan daya dukung tanah\r\nsehingga dinding mampu menjadi salah satu alternatif upaya penanganan longsor.\r\nKata kunci : sungai, dinding penahan tanah, penanganan longsor.\r\n\r\nabstract\r\n\r\nRiver is one of the drainage that has function as channel. Rivers that have many\r\ntwists are called meanders river. Such a river morphological condition tends to\r\nlead to a flow of water that leads to a certain area on the outer side of the turn and\r\nmay cause a landslide. Therefore, it is necessary to have a protective construction\r\nof the river bank. This study aims to plan the construction of river bank cliffs at\r\nriver bends in the case of landslide handling efforts.\r\nIn this research, hydrological analysis with rainfall data is located in Cikao from\r\n2001 until 2015. From the rain data, hydrological analysis is done to get the rain\r\ndischarge and flood discharge plan. After the flood discharge planning and flood\r\nwater flow of the river, then carried out planning dimension of protective cliff\r\nconstruction of the river in the form of retaining wall. Furthermore, the calculation\r\nof the stability of the retaining wall to the dimensions used safely.\r\nIn the analysis made, the value of planned rain discharge for 50 years return\r\nperiod is 39,6333 m³ / sec. The flood water level in the cross section under review\r\nis 1.76 m with an elevation of 260.65 m above sea level. The dimensions of the\r\nproposed retaining wall are 0.3 m for the width of the foot, the leg length is 2.4 m,\r\nthe thickness of the foot is 0.5 m and the wall height is 4 m. Based on wall\r\nstability analysis conducted, concluded the wall is safe from the hazards of shear,\r\nbolsters, and safe in the calculation of soil carrying capacity so that the wall can\r\nbecome one of the alternative efforts to prevent landslides.\r\nKeywords: river, retaining wall, landslide handling."^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/27399> <http://purl.org/dc/terms/date> "2017-05-03" .
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