FATHUROHMAN, FATHUROHMAN (2019) ANALISIS DEBIT BANJIR SUNGAI SERAYU DI TITIK KONTROL BENDUNG GERAK SERAYU MENGGUNAKAN MODEL HSS GAMA I DAN NAKAYASU. Bachelor thesis, UNIVERSITAS MUHAMMADIYAH PURWOKERTO.

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Abstract

Serayu River, located in the central part of the Java island, is one of the largest
rivers in the island. The length of the river to the control point of the Serayu weir
is 118.276 km and the watershed is 3001.73 km2. Flood control efforts are needed
to reduce the risk of damage due to overflow of river water. The purpose of this
study was to find out how much flood discharge in the Serayu river. The
calculation of flood discharge on the Serayu River will use the HSS Gama I and
Nakayasu methods. Calculation of flood discharge using the Nakayasu method Qp
= 18.833 m3/sec and HSS Gama I method Qp = 59.953 m3/sec. With rainfall
intensity of 7.431 mm / hour, the peak discharge with the Nakayasu method Qp =
139.156 m3/sec and HSS Gama I method Qp = 445.509 m3/sec.

Dosen Pembimbing:	Marhendi, Teguh and Al Fathoni, Moechamad Agus Salim | unspecified
Item Type:	Thesis (Bachelor)
Uncontrolled Keywords:	flood discharge, HSS Gama I, Nakayasu, Serayu River
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Tekniik Dan Sains > Teknik Sipil S1
Depositing User:	Dan Kh
Date Deposited:	30 Jun 2022 01:56
Last Modified:	22 Jul 2024 06:44
URI:	http://repository.ump.ac.id/id/eprint/12319

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