Sistem Drainase Perkotaan Yang Berkelanjutan Suripin Pdf

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    Sistem Drainase Perkotaan Yang Berkelanjutan Suripin Pdf

      среда 15 апреля
          5

    Pembangunan sistem drainase perkotaan perlu memperhatikan fungsi drainase sebagai prasarana kota yang didasarkan pada konsep berwawasan lingkungan. Konsep ini antara lain berkaitan dengan usaha konservasi sumber daya air, yang pada prinsipnya mengendalikan air hujan agar lebih banyak yang diresapkan ke dalam tanah sehingga mengurangi jumlah. Sistem Drainase Perkotaan Yang Berkelanjutan Suripin - Personal Name; Buku ini membahas tentag pengertian sistem drainase, teori hidrologi perkotaan, perencanaan hidroulogi, perencanaan siste, drainase perkotaan yang berkelanjutan, operasi dan pemerliharaan sistem drainase dan studi kasus drainase Kota Semarang.' Sistem drainase perkotaan.

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    Analisis Perencanaan Break Water Dalam Penanganan Sedimentasi Pantai Di Desa Botubarani

    Abstract

    Botubarani Beach is a coastal tourist attraction that has activities that can stimulate economic growth for people who are on the coast. Research and identification of the handling of natural phenomena in the shoreline is needed to provide the right handling solution in order to avoid increasing the level of more severe damage. The purpose of this study is to analyze and plan the types and dimensions of the right coastal protection building at Botubarani Beach. Beach buildings are used to protect the coast against damage caused by wave and current attacks. Coastal buildings are classified into three groups according to their function, ie construction constructed on shore and parallel to the shoreline (revetment), constructed on a straight coastal and coastal (groin and jetty) constructions constructed offshore and approximately parallel to the coastline (breakwater). The results of data analysis and calculation found that the building that will be used to handle sedimentation in Botubarani Beach is a break water building with the type of building that is rubble mount. Plate water level elevation is 1,694 m and for selected tetrapod protected layer.

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    References

    Suripin. 2004. Sistem Drainase Perkotaan yang Berkelanjutan. Andi Publisher. Yogyakarta

    Triatmodjo, B. 1999. Teknik Pantai. Beta Offset. Yogyakarta

    Triatmodjo, B. 2010. Perencanaan Pelabuhan. Beta Offset. Yogyakarta

    Pdf

    Wahyudi. T. Hariyanto, Suntoyo. 2009. Analisa Kerentanan Pantai di Wilayah Pesisir Pantai Utara Jawa Timur. Jurnal. Jurusan Teknik Kelautan Fakultas Teknik Kelautan Institut Teknologi Sepuluh Nopember. Surabaya.

    Badan Meteorologi dan Geofisika Stasiun Jalaluddin. 2015. Data Klimatologi Stasiun Jalaluddin Tahun 2005 – 2014. Badan Meteorologi dan Geofisik a.Gorontalo.

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    Almer. 2015 Alternatif Penanganan Masalah Sedimentasi Pantai Botutonuo Dengan Bangunan Pengendali Sedimen. Skripsi. Jurusan Teknik Sipil Fakultas Teknik Universitas Negeri Gorontalo. Gorontalo.

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    Settlement in the Jati District, Kudus Regency, Central Java Province, Indonesia, is growing rapidly. Previous paddy fields area turns into new residential, industrial and office buildings. The rain water collected in small Kencing river that flows into big Wulan River. But the current condition, during high rain intensity Wulan river water elevation higher than the Kencing river, so that water can not flow gravity and the area inundated. To reduce the flooding, required polder drainage system by providing a long channel as water storage and pumping water into Wulan river. How to get optimal value of water storage volume, drainage system channels and the pump capacity? The result used to be efficient in the operation and maintenance of the polder system. The purpose of this study is to develop some scenarios water storage volume, water gate operation and to get the optimal value of operational pumps removing water from the Kencing River to Wulan River. Research Method is conducted by some steps. The first step, it is done field orientation in detail, then collecting secondary data including maps and rainfall data. The map is processed into Watershed or catchment area, while the rainfall data is processed into runoff discharge. Furthermore, the team collects primary data by measuring topography to determine the surface and volume of water storage. The analysis conducted to determine of flood discharge, water channel hydraulics, water storage volume and pump capacity corresponding. Based on the simulating of long water storage volume and pump capacity with some scenario trying, it can be determined optimum values. The results used to be guideline in to construction proses, operation and maintenance of the drainage polder system.
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