@thesis{thesis,
		author={Reku  Marlinto Umbu},
		title ={Studi Perencanaan Pengendalian Banjir Sungai Bruno Desa Sidomulyo Kecamatan Semen Kabupaten Kediri},
		year={2020},
		url={http://repository.unik-kediri.ac.id/228/},
		abstract={This study purpose to knowing the flood flowrate that can?t be patch in Bruno River. The calculation of this study use the last 10 years rainfall data from Kanyoran Rainfall Station. Then will be compare with the rainfall intensity measurement from government of PUPR Ministry and BMKG. That the answer will be use to calculate how the plan a weir dimension. Calculate with determine rainfall plan, then going to analyze the distribution of rainfall with using method of Gumbel I, Log Normal, and Log Person III. After that being test with Chi kuadrat Method and Smirnov Kolmogorov method. Then next by determine Intensity of rainfall and the last determine the flood flowrate using method Rational, Weduwen, and Haspers. The result of this study choose Rational Method and 25 years period. Get a result the flood flow rate  that can?t be contain by Bruno River 69,20m3/s  ?  70 m3/s, with the height of the mercu 4,3m and the width 30 m.
Keywords: Rainfall Plan, Flood Flowrates, Weir}
		}