PRIBADI, PRIBADI (2016) NORMALISASI SUNGAI CILIWUNG MENGGUNAKAN PROGRAM HEC-RAS 4.1 (STUDI KASUS CILILITAN – BIDARA CINA). S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.

Text Normalisasi Sungai Ciliwung Menggunakan Program HEC-RAS 4.1 (Studi Kasus Cililitan - Bidara Cina)_2.pdf - Published Version Restricted to Registered users only Download (29MB)

Abstract

Ciliwung River is a river that crosses Jakarta City’s areas. Ciliwung River that crosses many settlements are often associated with the problem of flooding that occurred in Jakarta City. The purpose of this research was to identify the occurrence of flooding in Ciliwung River on segment Cililitan until Bidara Cina with Q50 and Q100. This research uses secondary data, water level for 11 years from M.T. Haryono Station, a watershed Ciliwung as well as cross-sectional and longitudinal images Ciliwung River. Analysis of flood discharge plan using Rating Curve Method and Regional Analysis. Calculation of the design discharge used to analyze the flood using HEC-RAS program at 150 profiles. Results showed flood discharge Q50 is 261,397 m3 /s and Q100 is 307,012 m 3 /s at all locations where the point of reviews were flooded. Based on the analysis of the HEC-RAS program on the location of flooding, it is necessary to redimension or normalization of the cross-section and elevation of the river embankment. Keywords: Flood Analysis, Ciliwung River, HEC-RAS, Normalization River

Item Type:	Thesis (S1)
Contributors:	Contribution Contributors NIP/NIM Thesis advisor Wigati, Restu UNSPECIFIED Thesis advisor UNSPECIFIED UNSPECIFIED
Uncontrolled Keywords:	Flood Analysis, Ciliwung River, HEC-RAS, Normalization River
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	03-Fakultas Teknik > 22201-Jurusan Teknik Sipil
Depositing User:	Perpustakaan Pusat
Date Deposited:	02 Apr 2022 21:16
Last Modified:	02 Apr 2022 21:16
URI:	http://eprints.untirta.ac.id/id/eprint/11452

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