Rasionalisasi Jaringan Penakar Hujan Di Das Kedungsoko Kabupaten Nganjuk

Authors

  • Muhamad Rodhita Program Magister Teknik Pengairan Fakultas Teknik Universitas Brawijaya Malang
  • Lily Montarcih Limantara Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya Malang
  • Very Dermawan Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya Malang

Abstract

Kedungsoko River and its tributaries is located in Kediri and Nganjuk district. Kedungsoko river has approximate 416,54 km2 of watershed area number. Kedungsoko catchment area is affected by approximate 8 rain stations. There has not been studied theoretically about the optimum density and dispersal patterns of rainfall station networks that have been installed in the Kedungsoko watershed.

Based on the results of assessment and analysis using Kagan-Rodda method, it was acquired 4 selected stations, while Kriging method obtained results of 8 selected stations that spreaded in Kedungsoko watershed. Relative error for design rainfall of Kagan-Rodda method is 1,906% and Kriging method is 2,802%. Relative error of hidrograf discharge unit for Kagan-Rodda is 38,53% and 19,83% for Kriging.

Keywords: Rainfall station networks, Kagan-Rodda, Kriging

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Published

2013-05-14

How to Cite

Rodhita, M., Limantara, L. M., & Dermawan, V. (2013). Rasionalisasi Jaringan Penakar Hujan Di Das Kedungsoko Kabupaten Nganjuk. Jurnal Teknik Pengairan: Journal of Water Resources Engineering, 3(2), pp.185–194. Retrieved from https://jurnalpengairan.ub.ac.id/index.php/jtp/article/view/163

Issue

Vol. 3 No. 2 (2012)

Section

Articles

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Copyright (c) 2013 Muhamad Rodhita, Lily Montarcih Limantara, Very Dermawan

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