S TS 0905779 Bibliography
DAFTAR PUSTAKA
A. Jimenez, Jose., S. Madsen., Ole. (2003). “A Simple Formula to Estimate
Settling Velocity of Natural Sediments”. Journal of Waterway, Port, Coastal
and Ocean Engineering ASCE. 129, (2), 70-78.
A. Smith, David., Fang Cheung, Kwok. (2003). “Settling Characteristic of
Calcareous Sand”. Journal of Hidraulic Engineering. 129, (6), 479-483.
Anonim . Bab VII Lingkungan Pengendapan
Anonim . Mekanisme Pembentukan Konfigurasi Dasar [online] tersedia :
http://fadlysutrisno.wordpress.com/2010/07/20/mekanisme-pembentukankonfigurasi-dasar/ [ 5 maret 2013]
B. Przedwojski., R. Blazejewski., K.W., Pilarczyk. (1995) River Training
Techniques “fundamentals, design and application.”. Rotterdam : A.A.
Balkema
Dwi Setiawan, Firman., Suntoyo., Sujantoko. Analisa Tegangan Geser Dasar
Dan Total Angkutan Sedimen Pada Gelombang Asimetris . Paper Mahasiswa
dan Staf Pengajar pada Jurusan Teknik Kelautan ITS Surabaya : diterbitkan
G. E. Stringham, D. B. Simons, H. P. Guy. (1969). “The Behaviour of large
Particles Falling in Quiescent Liquids – Sediment Transport in Aluvial
Channels”. Paper of Geological Survey Professional.
http://en.wikipedia.org/wiki/Sphericity [ 5 maret 2013]
Kestin, Joseph., Solokov, Mordechal., A. Wakeham, William. “Viscosity of
Liquid Water in the Range -8OC to 150 OC”. Journal Physic Chemical Ref.
Data. 7, (3), 941-948.
Kironoto, B.A., 1997, ”Diktat Kuliah Transpor Sedimen”, Pascasarjana UGM,
Yogyakarta.
Frenki Tres Widyantoro, 2013
Pengaruh Bentuk Partikel Terhadap Kecepatan Endap Sedimen
Universitas Pendidikan Indonesia | repository.upi.edu| perpustakaan.upi.edu
57
Nian-Sheng, Cheng. (1997). “Simplified Settling Velocity Formula for Sediment
Particle”. Journal of Hidraulic Engineering. 123, 149-152.
Song Zhiyao et al. (2008). “A Simple Formula for Predicting Settling Velocity of
Sediment Particles”. Journal of Water Science and Engineering. 1, (1), 37-43.
T. Petkov, Jordan., D. Denkov, Nikolai., D. Danov, Krassimir., D. Velev, Orlin.,
Aust, Richard., Durst, Franz. (1994). “Measurement of the Drag Coefficient
of Spherical Particles Attached to Fluid Interfaces”. Journal of Colloid and
Interface Science.
Tran-Cong, Sabine., Gay, Michael., E. Michaelides, Efstathois. (2004). “Drag
Coefficients of Irregularly Shaped Particles”. Journal of Powder Technology.
139, 21-32.
Universitas Pendidikan Indonesia. (2012). Pedoman Penulisan Karya Ilmiah.
Bandung : UPI Press.
Vanoni, V. A. (1997). Sedimentation Engineering. New York : Headquarters of
The Society.
Widya Panca Iskandar, Ilga. 2008. Studi Karakteristik Sedimen Di Perairan
Pelabuhan Belawan. Tugas Akhir Sarjana pada Fakultas Teknik USU Medan
: tidak diterbitkan
Wu, Weiming., S.Y.Wang, Sam. (2006) . “Formulas for Sediment Porosity and
Settling Velocity”. Journal of Hydraulic Engineering. 132, (8) 858-862.
Frenki Tres Widyantoro, 2013
Pengaruh Bentuk Partikel Terhadap Kecepatan Endap Sedimen
Universitas Pendidikan Indonesia | repository.upi.edu| perpustakaan.upi.edu
A. Jimenez, Jose., S. Madsen., Ole. (2003). “A Simple Formula to Estimate
Settling Velocity of Natural Sediments”. Journal of Waterway, Port, Coastal
and Ocean Engineering ASCE. 129, (2), 70-78.
A. Smith, David., Fang Cheung, Kwok. (2003). “Settling Characteristic of
Calcareous Sand”. Journal of Hidraulic Engineering. 129, (6), 479-483.
Anonim . Bab VII Lingkungan Pengendapan
Anonim . Mekanisme Pembentukan Konfigurasi Dasar [online] tersedia :
http://fadlysutrisno.wordpress.com/2010/07/20/mekanisme-pembentukankonfigurasi-dasar/ [ 5 maret 2013]
B. Przedwojski., R. Blazejewski., K.W., Pilarczyk. (1995) River Training
Techniques “fundamentals, design and application.”. Rotterdam : A.A.
Balkema
Dwi Setiawan, Firman., Suntoyo., Sujantoko. Analisa Tegangan Geser Dasar
Dan Total Angkutan Sedimen Pada Gelombang Asimetris . Paper Mahasiswa
dan Staf Pengajar pada Jurusan Teknik Kelautan ITS Surabaya : diterbitkan
G. E. Stringham, D. B. Simons, H. P. Guy. (1969). “The Behaviour of large
Particles Falling in Quiescent Liquids – Sediment Transport in Aluvial
Channels”. Paper of Geological Survey Professional.
http://en.wikipedia.org/wiki/Sphericity [ 5 maret 2013]
Kestin, Joseph., Solokov, Mordechal., A. Wakeham, William. “Viscosity of
Liquid Water in the Range -8OC to 150 OC”. Journal Physic Chemical Ref.
Data. 7, (3), 941-948.
Kironoto, B.A., 1997, ”Diktat Kuliah Transpor Sedimen”, Pascasarjana UGM,
Yogyakarta.
Frenki Tres Widyantoro, 2013
Pengaruh Bentuk Partikel Terhadap Kecepatan Endap Sedimen
Universitas Pendidikan Indonesia | repository.upi.edu| perpustakaan.upi.edu
57
Nian-Sheng, Cheng. (1997). “Simplified Settling Velocity Formula for Sediment
Particle”. Journal of Hidraulic Engineering. 123, 149-152.
Song Zhiyao et al. (2008). “A Simple Formula for Predicting Settling Velocity of
Sediment Particles”. Journal of Water Science and Engineering. 1, (1), 37-43.
T. Petkov, Jordan., D. Denkov, Nikolai., D. Danov, Krassimir., D. Velev, Orlin.,
Aust, Richard., Durst, Franz. (1994). “Measurement of the Drag Coefficient
of Spherical Particles Attached to Fluid Interfaces”. Journal of Colloid and
Interface Science.
Tran-Cong, Sabine., Gay, Michael., E. Michaelides, Efstathois. (2004). “Drag
Coefficients of Irregularly Shaped Particles”. Journal of Powder Technology.
139, 21-32.
Universitas Pendidikan Indonesia. (2012). Pedoman Penulisan Karya Ilmiah.
Bandung : UPI Press.
Vanoni, V. A. (1997). Sedimentation Engineering. New York : Headquarters of
The Society.
Widya Panca Iskandar, Ilga. 2008. Studi Karakteristik Sedimen Di Perairan
Pelabuhan Belawan. Tugas Akhir Sarjana pada Fakultas Teknik USU Medan
: tidak diterbitkan
Wu, Weiming., S.Y.Wang, Sam. (2006) . “Formulas for Sediment Porosity and
Settling Velocity”. Journal of Hydraulic Engineering. 132, (8) 858-862.
Frenki Tres Widyantoro, 2013
Pengaruh Bentuk Partikel Terhadap Kecepatan Endap Sedimen
Universitas Pendidikan Indonesia | repository.upi.edu| perpustakaan.upi.edu