skip to main content

Analisis Neraca Air Permukaan DAS Ciliman

Received: 6 May 2019; Published: 9 Dec 2019.
Editor(s): Sudarno Utomo

Citation Format:
Abstract

Water balance is an estimate of the availability and needs of water in a watershed area. The water balance is very important considering the human need for water resources is a major requirement. The purpose of this study includes; (1) Analyzing the distribution of the influence of rainfall observation stations in each of the Ciliman sub-watersheds, (2) Analyzing the mainstay discharge in each Ciliman sub-watershed, and (3) Analyzing the potential availability of raw water in the Ciliman watershed. The types of data used in this study are secondary data including: (1) monthly rainfall data from 4 rainfall observation stations included in the Ciliman watershed, (2) climatological data from BMKG Taktakan Serang Station in 1998-2015, (3) Map of Watershed Ciliman and (4) Population data. Data analysis methods used include; regional rainfall analysis, analysis of water availability (evapotranspiration analysis, Mock model analysis), and analysis of water requirements. The results of the analysis showed that the highest rainfall occurred in January, and the lowest rainfall occurred in August. Overall, the water available in the Ciliman watershed is sufficient with the peak occurring at the beginning and end of the year. Water availability is estimated based on surface water discharge, where peak discharge occurs in January and minimum discharge occurs in August. The water balance in general in the Ciliman watershed is quite high with the highest water debit of 61.75 m3/s occurring in March and the lowest (minimum) discharge around 5.26 m3/s in August. The total water requirement for the Ciliman watershed area is 38.86 m3/s, consisti of; Water demand for irrigation is the highest water requirement reaching 37.96 m3 s with a total irrigated area reaching 5,423 hectares. Domestic water needs are 0.48 m3/s with a total population of 314,524 people served. Water requirements for industry are 0.000040 m3/s or relatively relatively small. While the water demand for the Tanjung Lesung Special Economic Zone is 0.42442 m3/s.

Fulltext View|Download
Keywords: Water balance, water availability, water needs, rainfall, Ciliman watershed

Article Metrics:

  1. Arsyad S. 2006. Konservasi Tanah dan Air. Edisi kedua. IPB Press. Bogor
  2. Asdak C. 2007. Hidrologi dan Pengelolaan Daerah Aliran Sungai, Cetakan keempat, Yogyakarta, Gadjah Mada University Press
  3. Azmanajaya E. 2012. Model Penyediaan Air Bersih Berkelanjutan di Pulau Kecil (Studi Kasus : Pulau Tarakan, Kalimantan Timur).Institut Pertanian Bogor : IPB Press
  4. Direktorat Jendral Sumber Daya Air. 2011. Standar Perencanaan Irigasi. Jakarta
  5. Eriyatno, Sofyar F. 2007. Riset kebijakan: metode penelitian untuk pascasarjana. Bogor: IPB Press
  6. Hasan M. 2011. Model Kebijakan Pengelolaan SumberDaya Air Pada Daerah Aliran Sungai (DAS)Citarum Yang Berkelanjutan. Institut Pertanian Bogor : IPB Press
  7. Hatmoko W,Radhika, Amirwandi S, Fauzi M, Firmansyah R, Solihah R, Fathoni A.2012. Neraca Ketersediaan dan Kebutuhan Air pada Wilayah Sungai di Indonesia.Bandung : Pusat Penelitian dan Pengembangan Sumber Daya Air
  8. Hatmoko W, Radhika, Raharja B, Tollenaar D, Vernimmen R. 2015. Monitoring and prediction of hydrological drought using a drought early warning system in Pemali-Comal river basin, Indonesia. Procedia Environmental Sciences 24 (2015) 56-64. Elsevier .B.V
  9. Marpaung R. 2013. Model Pengelolaan Air Baku Air MinumBerbasis Daerah Aliran SungaiStudi Kasus: Das Babon Semarang. Institut Pertanian Bogor : IPB Press
  10. Pola Pengelolaan Sumber Daya Air Wilayah Sungai Ciliman-Cibungur. 2013. Dinas Sumber Daya Air dan Permukiman Provinsi Banten
  11. Profil Ekosistem DAS Ciliman. 2015. Badan Lingkungan Hidup Daerah Provinsi Banten
  12. Dinas Sumber Daya Air dan Permukiman Provinsi Banten. 2015. Studi Komprehensif Pengendalian Daya Rusak Air Pada DAS Ciliman

Last update:

No citation recorded.

Last update: 2024-11-02 05:39:24

No citation recorded.