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Aditya Riadi Gusman
Teknik Kelautan Fakultas Teknik Sipil dan Lingkungan Institut Teknologi Bandung
Civil Engineering, Building, Construction & Architecture

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Kajian Model Angkutan Sedimen pada DAS Serayu Berdasarkan Model Matematik 1 Dimensi Kusuma, M. Syahril Badri; Salim, Hang Tuah; Gusman, Aditya Riadi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 3, Edisi XXXVI, OKTOBER 2006
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (450.04 KB) | DOI: 10.14710/mkts.v14i3.3952

Abstract

This paper present comparison  study of several mathematical model for sediment transport, e.g. Yang (1973), Ackers-White (1973), Madden (1963), Vanony-Duboys (1975), Schocklitsh-Toffaleti (1966), Meyer-Peter-Muller (1948) dan Colby (1964). The study was supported by 1 dimensional mathematical model named HEC6. Model Calibration and verification were done by using field data measurement that was taken at Mrica Reservoir in 1992-1993 and 2002-2003. Based on this study, it is found that the best assessment for the sedimentation process in the upstream of the reservoir is shown by Yang model (1973), meanwhile the best assessment for the sedimentation process in the downstream of the reservoir is shown by Colby model (1964).Keywords: sediment transport, one dimension mathematical model, Serayu riverPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3952[How to cite: Kusuma, M.S.B., Salim, H.T. dan Gusman, A.R., 2006, Kajian Model Angkutan Sedimen pada DAS Serayu Berdasarkan Model Matematik 1 Dimensi, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 3, pp. 260-276]
Co-Authors Hang Tuah Salim M. Syahril Badri Kusuma