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ITS » Undergraduate Theses » Teknik Lingkungan S1
Posted by ida at 06/08/2008 17:27:44  •  9501 Views


PERENCANAAN SISTEM DRAINASE KOTA REMBANG

Author :
JAUHARI, AHLISH  




ABSTRAK

Percepatan pengembangan dan perkembangan tata ruang kota sering kali tidak diikuti oleh peningkatan kebutuhan sistem drainase. Sistem drainase merupakan suatu kesatuan yang terpadu dimulai dari saluran primer sekunder sampai tersier sebagai upaya mengatasi banjir atau genangan secara bertahap. Penanganan masalah saluran drainase meliputi aspek teknis yaitu dari aspek spasial tata ruang dan sistem jaringan drainasenya sendiri aspek sosial ekonomi dan peran serta masyarakat dalam menetapkan kebijakan serta kegiatan pengelolaannya. Merujuk pada kondisi tersebut maka tugas akhir ini bertujuan untuk merencanakan sistem drainase di Kota Rembang khususnya untuk saluran sekpunder karena permasalahan genangan yang terjadi lebih disebabkan oleh belum adanya saluran tersebut. Saluran sekunder yang direncanakan berbentuk segiempat. Dari hasil perhitungan maka diperoleh dimensi saluran terbesar dengan lebar 46 m dan kedalaman hidrolik 23 m. Sementara dimensi saluran terkecil dengan lebar 10 m dan kedalaman hidrolik 05 m. Debit saluran maksimum yaitu 432 m3dt. Kecepatan maksimum yaitu 06 mdt dan kecepatan minimum yaitu 04 mdt. Gorong-gorong berbentuk segiempat dan berjumlah sebanyak 2 buah. Kecepatan maksimum di dalam gorong-gorong yaitu 063 mdt. Sementara untuk kecepatan minimum yaitu 061 mdt. Adapun jumlah total anggaran biaya yang diperlukan untuk perencanaan sistem drainase di Kota Rembang ini adalah sebesar Rp. 47.680.808.00000.


ABSTRACT

The acceleration of development and the developing of master plan city are usually does not followed by the increasing of drainage system as needed. Drainage system is an integrated unit which started from primary secondary and tarsier drain. This unit is used to prevent flood or puddle in stages. The drainage system handling including drainage technical aspect which the spatial of master plan aspect and the drainage system also social economic and society participation to determine the policy and processing are includes. Referring to that condition this final project was aim to plan a drainage system in Rembang especially for secondary drainage drain because the main problem is puddle which caused by the unavailability of that facility. The secondary drain which is planned has a square shapes. Based on the result of calculation the biggest drain dimension has 46 m width and 23 m hydraulic depth. Meanwhile the smallest drain dimension has 1 0 m width and 05 m hydraulic depth. The maximum flow rate is 432 m3s. The maximum velocity is 06 ms and The minimum velocity is 04 ms. The box culvert which is planned has a square shape and number in three. The maximum velocity is 063 ms. Meanwhile the minimum velocity is 061 ms. The total cost for drainage system planning in Rembang is Rp. 47.680.808.00000.



KeywordsDrainage System, Flood, Municipality Of Rembang
 
Subject:  Pipa air ; Air leding,
Contributor
  1. Ir. Hariwiko Indaryanto M.eNG
Date Create: 06/08/2008
Type: Text
Format: PDF
Language: Indonesian
Identifier: ITS-Undergraduate-3100007029976
Collection ID: 3100007029976
Call Number: RSL 627.54 Jau p


Source
Undergraduate Theses, Environment Engineering, RSL 627.54 Jau p

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