Application of Finite Difference Schemes to 1D St. Venant for Simulating Weir Overflow

Nur Lely Hardianti Zendrato; Asrini Chrysanti; Bagus Pramono Yakti; Mohammad Bagus Adityawan; Yadi Suryadi

doi:10.1051/matecconf/201814703011

All issues

Volume 147 (2018)

MATEC Web Conf., 147 (2018) 03011

References

Open Access

Issue		MATEC Web Conf. Volume 147, 2018 The Third International Conference on Sustainable Infrastructure and Built Environment (SIBE 2017)


Article Number		03011
Number of page(s)		6
Section		Water Resources Engineering and Management
DOI		https://doi.org/10.1051/matecconf/201814703011
Published online		22 January 2018

A. Binilang, Kajian Pengaruh Hubungan AntarParameter Hidrolis Terhadap Sifat Aliran MelewatiPelimpah Bulat da Setengah Lingkaran pada SaluranTerbuka, Jurnal Ilmiah Media Engineering 4(1),pp.55-61 (2014) [Google Scholar]
A.M.W. Lal, A. M. ASCE, A TVD MacCormackMethod for Open Water Hydraulics and Transport, Research Engineer, Department of Civil and Environmental Engineering, Clarkson University,(Potsdam, New York) [Google Scholar]
D. Liang, B. Lin, R.A. Falconer, Simulation ofRapidly Varying Flow Using an Efficient TVD-MacCormack Scheme, International Journal forNumerical Methods in Fluids, 53(5), 811-826, (2006) [CrossRef] [Google Scholar]
E. Tadmor, Approximate Solutions of NonlinearConservation Laws and Related Equations, Proceedings of Symposia in Applied Mathematics, 54, 344 (1996) [Google Scholar]
J.M.Murawska, S. Michal, Lax-Wendroff and MacCormack Schemes for Numerical Simulation of Unsteady Gradually and Rapidly Varied Open Channel Flow, Archives of Hydro-Engineering and Environmental Mechanics, 60(1-4), 51-62 (2013) [Google Scholar]
J.V. Neumann, R. D. Richtmyer, A Method for theNumerical Calculation of Hydrodynamic Shocks(Princetown, New Jersey, 1949) [Google Scholar]
L. Toombes, H. Chanson, Numerical Limitations ofHydraulic Models (Brisbane, Australia, 2011) [Google Scholar]
M. Farid, B.P. Yakti, A. Rizaldi, M.B. Adityawan,Finite Difference Numerical Scheme for SimulatingDam Break Flo, 5th International Seminar of HATHI(Bali, 2016) [Google Scholar]
R. Luciano, Numerical Methods for the Solution ofPartial Differential Equations, Albert EinsteinInstitute, Max – Plank Institute for GravitationalPhysics, (Potsdam, Germany, 2011) [Google Scholar]
S.B. Singha, J. K. Bhattacharjee, A. K. Ray, HydraulicJump in One-Dimensional Flow, (India, 2005) [Google Scholar]
S. Haun, N.R.B. Olsen, R. Feurich, NumericalModelling of Flow Over Trapezoidal Board-CrestedWeir, Engineering Applications of ComputationalFluid Mechanics, 5(3), 397-405, (2011) [CrossRef] [Google Scholar]
Y.L. Liu, Y.X. Cai, W.L. Wei, Zh. Ma, NumericalSimulation of Hydraulic Jump Using ENO Scheme,Journal of Chemical and Pharmaceutical Research,6(6), 603-607, (2014) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.

[1] A. Binilang, Kajian Pengaruh Hubungan AntarParameter Hidrolis Terhadap Sifat Aliran MelewatiPelimpah Bulat da Setengah Lingkaran pada SaluranTerbuka, Jurnal Ilmiah Media Engineering 4(1),pp.55-61 (2014) [Google Scholar]

[2] A.M.W. Lal, A. M. ASCE, A TVD MacCormackMethod for Open Water Hydraulics and Transport, Research Engineer, Department of Civil and Environmental Engineering, Clarkson University,(Potsdam, New York) [Google Scholar]

[3] D. Liang, B. Lin, R.A. Falconer, Simulation ofRapidly Varying Flow Using an Efficient TVD-MacCormack Scheme, International Journal forNumerical Methods in Fluids, 53(5), 811-826, (2006) [CrossRef] [Google Scholar]

[4] E. Tadmor, Approximate Solutions of NonlinearConservation Laws and Related Equations, Proceedings of Symposia in Applied Mathematics, 54, 344 (1996) [Google Scholar]

[5] J.M.Murawska, S. Michal, Lax-Wendroff and MacCormack Schemes for Numerical Simulation of Unsteady Gradually and Rapidly Varied Open Channel Flow, Archives of Hydro-Engineering and Environmental Mechanics, 60(1-4), 51-62 (2013) [Google Scholar]

[6] J.V. Neumann, R. D. Richtmyer, A Method for theNumerical Calculation of Hydrodynamic Shocks(Princetown, New Jersey, 1949) [Google Scholar]

[7] L. Toombes, H. Chanson, Numerical Limitations ofHydraulic Models (Brisbane, Australia, 2011) [Google Scholar]

[8] M. Farid, B.P. Yakti, A. Rizaldi, M.B. Adityawan,Finite Difference Numerical Scheme for SimulatingDam Break Flo, 5th International Seminar of HATHI(Bali, 2016) [Google Scholar]

[9] R. Luciano, Numerical Methods for the Solution ofPartial Differential Equations, Albert EinsteinInstitute, Max – Plank Institute for GravitationalPhysics, (Potsdam, Germany, 2011) [Google Scholar]

[10] S.B. Singha, J. K. Bhattacharjee, A. K. Ray, HydraulicJump in One-Dimensional Flow, (India, 2005) [Google Scholar]

[11] S. Haun, N.R.B. Olsen, R. Feurich, NumericalModelling of Flow Over Trapezoidal Board-CrestedWeir, Engineering Applications of ComputationalFluid Mechanics, 5(3), 397-405, (2011) [CrossRef] [Google Scholar]

[12] Y.L. Liu, Y.X. Cai, W.L. Wei, Zh. Ma, NumericalSimulation of Hydraulic Jump Using ENO Scheme,Journal of Chemical and Pharmaceutical Research,6(6), 603-607, (2014) [Google Scholar]