Academic literature on the topic 'Throughflow model'

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Journal articles on the topic "Throughflow model"

1

Yang, Chen, Hu Wu, Jinguang Yang, and Michele Ferlauto. "Time-marching throughflow analysis of multistage axial compressors based on a novel inviscid blade force model." Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering 233, no. 14 (2019): 5239–52. http://dx.doi.org/10.1177/0954410019840588.

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A time-marching throughflow method for the off-design performance analysis of axial compressors is described. The method is based on the Euler equations, and a new inviscid blade force model is proposed in order to achieve desired flow deflection. The flow discontinuity problems at the leading and trailing edges are tackled by automatic correction of blade mean surface using cubic spline interpolation. Empirical loss models have been integrated into the throughflow model in order to simulate the viscous force effects in the real three-dimensional flow. Two test cases have been presented to val
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2

Yang, Chen, Juan Du, Hongwu Zhang, Hu Wu, Qing Tang, and Jinguang Yang. "Time-Marching Throughflow Analysis of Centrifugal Compressors with Boundary Conditions Based on Newton’s Method." Applied Sciences 12, no. 13 (2022): 6576. http://dx.doi.org/10.3390/app12136576.

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The meridional distribution of the flow parameters inside the centrifugal compressor is of great importance to its overall performance, as well as its matching performance under a thermal cycle. A time-marching throughflow method for the off-design performance analysis of the centrifugal compressor is described. The method is based on the strictly conservative throughflow-governing equations, and an improved method of boundary-condition enforcement is developed based on Newton’s method to achieve a robust and fast throughflow simulation. An inviscid blade force model was adopted to obtain the
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3

Howard, M. A., and S. J. Gallimore. "Viscous Throughflow Modeling for Multistage Compressor Design." Journal of Turbomachinery 115, no. 2 (1993): 296–304. http://dx.doi.org/10.1115/1.2929235.

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An existing throughflow method for axial compressors, which accounts for the effects of spanwise mixing using a turbulent diffusion model, has been extended to include the viscous shear force on the endwall. The use of a shear force, consistent with a no-slip condition, on the annulus walls in the throughflow calculations allows realistic predictions of the velocity and flow angle profiles near the endwalls. The annulus wall boundary layers are therefore incorporated directly into the throughflow prediction. This eliminates the need for empirical blockage factors or independent annulus boundar
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4

Hamm, A., H. Remeth, and N. Schilling. "Ecosystem model for a lake with high throughflow." SIL Proceedings, 1922-2010 23, no. 2 (1988): 796–800. http://dx.doi.org/10.1080/03680770.1987.11899716.

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5

Schneider, Niklas, and Tim P. Barnett. "Indonesian throughflow in a coupled general circulation model." Journal of Geophysical Research: Oceans 102, no. C6 (1997): 12341–58. http://dx.doi.org/10.1029/97jc00022.

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6

Feng, Xue, HaiLong Liu, FuChang Wang, YongQiang Yu, and DongLiang Yuan. "Indonesian Throughflow in an eddy-resolving ocean model." Chinese Science Bulletin 58, no. 35 (2013): 4504–14. http://dx.doi.org/10.1007/s11434-013-5988-7.

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7

Wei, Jun, M. T. Li, P. Malanotte-Rizzoli, A. L. Gordon, and D. X. Wang. "Opposite Variability of Indonesian Throughflow and South China Sea Throughflow in the Sulawesi Sea." Journal of Physical Oceanography 46, no. 10 (2016): 3165–80. http://dx.doi.org/10.1175/jpo-d-16-0132.1.

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AbstractBased on a high-resolution (0.1° × 0.1°) regional ocean model covering the entire northern Pacific, this study investigated the seasonal and interannual variability of the Indonesian Throughflow (ITF) and the South China Sea Throughflow (SCSTF) as well as their interactions in the Sulawesi Sea. The model efficiency in simulating the general circulations of the western Pacific boundary currents and the ITF/SCSTF through the major Indonesian seas/straits was first validated against the International Nusantara Stratification and Transport (INSTANT) data, the OFES reanalysis, and results f
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8

Humphries, U. W., and D. J. Webb. "On the Indonesian Throughflow in the OCCAM 1/4 degree ocean model." Ocean Science 4, no. 3 (2008): 183–98. http://dx.doi.org/10.5194/os-4-183-2008.

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Abstract. The Indonesian Throughflow is analysed in two runs of the OCCAM 1/4 degree global ocean model, one using monthly climatological winds and one using ECMWF analysed six-hourly winds for the period 1993 to 1998. The long-term model throughflow agrees with observations and the value predicted by Godfrey's Island Rule. The Island Rule has some skill in predicting the annual signal each year but is poor at predicting year to year and shorter term variations in the total flow, especially in El Niño years. The spectra of transports in individual passages show significant differences between
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9

Humphries, U. W., and D. J. Webb. "On the Indonesian throughflow in the OCCAM 1/4 degree ocean model." Ocean Science Discussions 4, no. 2 (2007): 325–70. http://dx.doi.org/10.5194/osd-4-325-2007.

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Abstract. The Indonesian Throughflow is analysed in two runs of the OCCAM 1/4 degree global ocean model, one using monthly climatological winds and one using ECMWF analysed six-hourly winds for the period 1993 to 1998. The long-term model throughflow agrees with observations and the value predicted by Godfrey's Island Rule. The Island Rule has some skill in predicting the annual signal each year but is poor at predicting year to year and shorter term variations in the total flow especially in El Nino years. The spectra of transports in individual passages show significant differences between t
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10

Smith, Nils Solheim, Ganesh H. R. Ravindra, and Fjóla Guðrún Sigtryggsdóttir. "Numerical Modeling of the Effects of Toe Configuration on Throughflow in Rockfill Dams." Water 13, no. 13 (2021): 1726. http://dx.doi.org/10.3390/w13131726.

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The rockfill toe structure situated within the downstream slope of rockfill dams is an integral part of a defense mechanism safeguarding the dam structure in throughflow situations. Recent studies have concluded that the rockfill toe structure can have significant impacts on throughflow development and stability of rockfill dams under scenarios of accidental throughflow caused by overtopping of the dam core. The ability to numerically model the effect of various toe configurations on flow through rockfill dams can support the design of effective toe drainage structures for rockfill dams. Devel
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