ANALISA KAPASITAS SUNGAI BEKASI PADA PERUMAHAN PONDOK GEDE PERMAI

ANUGRAH TAUFIQ NURUL RAMADHAN, . (2017) ANALISA KAPASITAS SUNGAI BEKASI PADA PERUMAHAN PONDOK GEDE PERMAI. Sarjana thesis, UNIVERSITAS NEGERI JAKARTA.

	Text 4KATA PENGANTAR.pdf Download (112kB)
	Text 2HALAMAN PENGESAHAN.pdf Download (85kB)
	Text 3HALAMAN PERNYATAAN.pdf Download (84kB)
	Text 8DAFTAR TABEL.pdf Download (177kB)
	Text 7DAFTAR ISI.pdf Download (383kB)
	Text 6ABSTRACT.pdf Download (187kB)
	Text 5ABSTRAK.pdf Download (262kB)
	Text 11BAB I-5.pdf Download (847kB)
	Text 9DAFTAR GAMBAR.pdf Download (179kB)
	Text 12DAFTAR PUSTAKA.pdf Download (192kB)
	Text 10DAFTAR LAMPIRAN.pdf Download (292kB)
	Text 13Lampiran.pdf Download (2MB)
	Text 14RIWAYAT HIDUP.pdf Download (108kB)
	Text 1cover.pdf Download (105kB)

Abstract

The Purposes of this research are to get the result of flood debit calculation with return periods of 2 years, 5 years,10 years, and 25 years and also to know the patch capacity of Bekasi river with a return period of 25 years. This research used the maximum monthly rainfall data of Ciriung rainfall station, Klapa Nunggal rainfall station, and Halim Perdana Kusuma rainfall station which obtained from the BMKG. Whereas for the proponent technical data planning are obtained from Binamarga official of Bekasi city. The planning methods used in this research are literature and field observation. This research used the chosen distribution frequency method og Log Person III, obtained a value of precipitation plan amounting to 890,15 mm. then after doing the calculations of rainfall intensity using method of Mononobe, hourly rainfall data were obtained, and then after doing the approximate calculation of peak flow rate using HSS Nakayasu, the peak flow rate result for the period of 25 years is 2109,45 m3 /sec. after calculating the capacity of the Bekasi river, located in Pondok Gede Permai regency, acquired the capacity that can be accommodated in the amount of 960,74 m3 /sec. This result of this research shows that the Bekasi river capacity in Pondok Gede Permai regency can not accommodate the water discharge for 25 years which would result in overflowing in the river and flooding in Pondok Gede Permai regency Because as calculations Qs < Qr then made the capacity calculation with adding high embankment of 2 feet so getting the result Qs = 2242,85 then can accommodate the flood plan period 25 years.

Item Type:	Thesis (Sarjana)
Additional Information:	1) Drs. Arris Maulana, MT 2) Dr.Ir Mochamad Amron, MSc
Subjects:	Teknologi dan Ilmu Terapan > Teknik Sipil
Divisions:	FT > S1 Pendidikan Teknik Bangunan
Depositing User:	sawung yudo
Date Deposited:	30 Jun 2022 09:18
Last Modified:	30 Jun 2022 09:18
URI:	http://repository.unj.ac.id/id/eprint/31220

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