Analisa Pengendalian Banjir Kali Ciliwung Ruas Jembatan MT. Haryono – Pintu Air Manggarai

Authors

  • Fahmi Zamroni Magister Teknik Pengairan Fakultas Teknik, Universitas Brawijaya
  • Moh. Sholichin Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya
  • Andre Primantyo H. Jurusan Teknik Pengairan Fakultas Teknik Universitas Brawijaya

Abstract

Flooding is an annual problem occurs in DKI Jakarta. Generally the cause of flooding in Jakarta happened because of two major factors, the natural factor that flooding is influenced by 13 rivers that cross the DKI Jakarta and the human factor that changes the function areas border the river.

In this study made seven simulations of alternative flood control at Ciliwung River segment MT. Haryono to Manggarai Sluice with flood plan discharge 100 years. Furthermore the most optimum alternative is determined taking into account the volume of runoff occurring and the budget plan costs.

Based on analysis of the hydraulics and analysis of budget plan costs obtained that the most optimum alternative is the normalization of Ciliwung River segment MT. Haryono to Manggarai Sluice. The volume on the main channel is 1.730.520 m 3 and overflow did not occur. High water level at observation point P-174 and P-1 respectifely are +14,05 m and +8,76 m the average water level lossis 4,57 m with construction costs 694.668.698.520,55 IDR.

Keywords :Flood control, Ciliwung River, reduction of overflow, cost.

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Published

2015-12-17

How to Cite

Zamroni, F., Sholichin, M., & H., A. P. (2015). Analisa Pengendalian Banjir Kali Ciliwung Ruas Jembatan MT. Haryono – Pintu Air Manggarai. Jurnal Teknik Pengairan: Journal of Water Resources Engineering, 6(1), pp.1–13. Retrieved from https://jurnalpengairan.ub.ac.id/index.php/jtp/article/view/221

Issue

Vol. 6 No. 1 (2015)

Section

Articles

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Copyright (c) 2015 Fahmi Zamroni, Moh. Sholichin, Andre Primantyo H.

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