Determining The Coefficient OfTr, Α And River Length (L) Of

Flood Runoff Model UsingSynthetic Unit Hydrograph

Nakayasu (Case StudyBedadung Watershed Jember)

by Noor Salim

Submission date: 04-Sep-2018 09:42AM (UTC+0700)Submission ID: 996527202File name: E012662431_-_NOOR_SALIM.pdf (239.37K)Word count: 3304Character count: 15326

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Determining The Coefficient Of Tr, Α And River Length (L) OfFlood Runoff Model Using Synthetic Unit HydrographNakayasu (Case Study Bedadung Watershed Jember)ORIGINALITY REPORT

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Dwi Priyantoro, Lily Montarcih Limantara."Conformity evaluation of synthetic unithydrograph (case study at upstream Brantassub watershed, East Java Province ofIndonesia)", Journal of Water and LandDevelopment, 2017Publicat ion

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D K Borah, J H Weist, J D Wall, D N Powell."Watershed Models for Storm WaterManagement: Comparing Hydrologic andHydraulic Procedures", 2009 Reno, Nevada,June 21 - June 24, 2009, 2009Publicat ion

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