3D Simulation on 90 Degree Off-Take Branching Channel with Separation Zones
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-3577-2_11
Reference11 articles.
1. Hsu CC, Tang CJ, Lee WJ, Shieh MY (2002) Subcritical 90 equal-width open-channel dividing flow. J Hydraul Eng 128(7):716–720. https://doi.org/10.1061/(asce)0733-9429(2002)128:7(716)
2. Kasthuri B, Pundarikanthan NV (1987) Discussion of “Separation Zone at Open-Channel Junctions” by James L. Best and Ian Reid (November, 1984). J Hydraul Eng 113:543–544
3. Krishnappa G, Seetharamiah K (1963) A new method of predicting the flow in a 90-branch channel. La Houille Blanche 7:775–778. https://doi.org/10.1051/lhb/1963055
4. Mignot E, Doppler D, Riviere N, Vinkovic I, Gence JN, Simoens S (2014) Analysis of flow separation using a local frame-axis: application to the open-channel bifurcation. J Hydraul Eng 140:280–290. https://doi.org/10.1061/(asce)hy.1943-7900.0000828
5. N. S. Lakshamana, K. Sridharan, M. Y. A. B. (1968). Division Flow in Open Channel.Pdf (pp. 139–142).
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