Analisis Hidrologi Wilayah Sungai Cimanuk-Cisanggarung
DOI:
https://doi.org/10.33603/jki.v5i3.3785Abstract
ABSTRAK
Penelitian ini dilakukan untuk menganalisis jaringan Hidrologi Wilayah Sungai Cimanuk - Cisanggarung, dari hasil analisa data cura hujan yang di dapat di analisis sehingga menghasilkan hujan intensitas perhari, intensitas dengan waktu, curah hujan dengan waktu, rata - rata frekuensi hujan mm, penyebaran dan kerapatan pos curah hujan. Penelitian ini merupakan cara untuk menganalisis jaringan hidrologi di WS Cimanuk Cisanggarung. Total hujan rata-rata Sub-WS Cipanas Pangkalan adalah 8.16 mm. Ketebalan hujan bulanan maksimum berkisar antara 362 - 547 mm. Total hujan harian rata-rata sub-WS Cimanuk adalah 9.63 mm. Ketebalan hujan bulanan maksimum berkisar antara 335 - 2483 mm. Total hujan harian rata-rata Sub WS. Pantura Ciayu adalah 12.42 mm. Ketebalan hujan bulanan maksimum berkisar antara 421.5–1136 mm. Total hujan harian rata-rata Sub-WS Cisanggarung adalah 12.45 mm. Ketebalan hujan bulanan maksimum berkisar antara 429 - 956 mm. Kerapatan Sub WS Cipanas Pangkalan dengan luas wilayah sebesar 954 km2 adalah 136 km2/pos. Kerapatan Sub WS Cimanuk dengan luas wilayah sebesar 3741 km2 adalah 234 km2/pos.
Kata Kunci   : Analisis, Jaringan Hidrologi, Curah Hujan
Â
ABSTRACT
This study was conducted to analyze the network Hydrology River Region Cimanuk - Cisanggarung, from the data analysis cura rain that can be analyzed to produce rainfall intensity per day, the intensity with time, precipitation with time, the average - average frequency of rainfall mm, distribution and density of post rainfall. This study is a way to analyze the hydrologic network in WS Cimanuk Cisanggarung. Total average rainfall Sub-WS Cipanas base is 8.16 mm. The thickness of the maximum monthly rainfall ranging between 362-547 mm. Total average daily rainfall sub-WS Cimanuk is 9.63 mm. The thickness of the maximum monthly rainfall ranges between 335 - 2483 mm. Total average daily rainfall Sub WS. Pantura Ciayu is 12:42 mm. The thickness of the maximum monthly rainfall ranged 421.5-1136 mm. Total average daily rainfall Sub-WS Cisanggarung is 12:45 mm. The thickness of the maximum monthly rainfall ranging between 429-956 mm. WS Cipanas density Sub Base with a total area of 954 km2 is 136 km2 / post. WS Sub Cimanuk density with a total area of 3741 km2 is 234 km2 / post.
Keywords       : Analysis, Network Hydrology, RainfallReferences
Anwar, Saihul. 2011, Hidrologi Terapan, Fakultas Teknik Unswagati, Cirebon.
Chow, VenTe. 1992, Hidrolika Saluran Terbuka, Terjemahan, Erlangga, Jakarta.
Girsang, Febrina 2009, Pola Distribusi Yang Tepat Dan Menghitung Debit Puncak Dengan Metode Rasional Pada DAS Belawan Kabupaten Deli Serdang, Fakultas Pertanian, USU Sumatera Utara.
Handayani, Novie 2005, Pelaksanaan Perencanaan dan Perancangan Bangunan - Bangunan Air, Teknik Sipil, UPN Jawa Timur.
Machairiyah. 2007, Pola Distribusi Yang Tepat Dan Menghitung Debit Puncak Dengan Metode Rasional Pada DAS Percut Kabupaten Deli Serdang, FakultasPertanian, USU Sumatera Utara.
Sastro darsono, Suyono dan Kensaku Takeda. 1999, Hidrologi untuk Pengairan, Pradnya Pramita, Bandung.
Setiawan, Didit 2012, Analisis Pengembangan Sistem Pengendalian Banjir Sungai Pangkalan Kabupaten Indramayu, Fakultas teknik sipil unswagati, Cirebon.
Suripin. 2004, Sistem Drainase Perkotaan Yang Berkelanjutan, Andi, Yogyakarta.
Undang - Undang No. 7 Tahun 2004. Sumber Daya Air.
Downloads
Published
Issue
Section
Citation Check
License
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International License that allows others to share and adapt the work with an acknowledgement of the works authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journals published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Upon receiving the proofs, the Author/Editor agrees to promptly check the proofs carefully, correct any errors, and authorize the publication of the corrected proofs.
