Mixing Sectioi Stagnation Tank - Diffuser Back - Pressure / Control Valve Condenser - Cooler Pressure O Measurement
نویسندگان
چکیده
Prof. G. A. Brown Dr. J. B. Heywood M. A. Lutz Prof. R. S. Cooper J. L. Coggins C. A. McNary Prof. W. H. Heiser R. Dethlefsen R. P. Porter Prof. M. A. Hoffman K. R. Edwards S. Sacks Prof. W. D. Jackson J. W. Gadzuk C. V. Smith, Jr. Prof. J. L. Kerrebrock T. K. Gustafson A. Solbes Prof. J. E. McCune R. F. Keating R.J. Thome Prof. G. C. Oates R. W. King B. D. Wessler Prof. E. S. Pierson G. B. Kliman J. C. Wissmiller Prof. A. H. Shapiro A. G. F. Kniazzeh S. Yamamoto Prof. R. E. Stickney R. M. Logan G. W. Zeiders B. T. Lubin
منابع مشابه
Vortex shedding in a two-dimensional diffuser: theory and simulation of separation control by periodic mass injection
We develop a reduced-order model for large-scale unsteadiness (vortex shedding) in a two-dimensional diffuser and use the model to show how periodic mass injection near the separation point reduces stagnation pressure loss. The model estimates the characteristic frequency of vortex shedding and stagnation pressure loss by accounting for the accumulated circulation due to the vorticity flux into...
متن کاملLarge-scale Unsteadiness in a Two-dimensional Diffuser: Numerical Study toward Active Separation Control
We develop a reduced order model for large-scale unsteadiness (vortex shedding) in a two-dimensional diffuser and study the mechanisms of active flow separation control. This model can estimate the vortex shedding frequency for inviscid flows by accounting for the accumulated vorticity flux in the diffuser. The model can also predict the stagnation pressure loss, which consists of two parts: A ...
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Water-hammer is a transient condition which may occur in a network as a result of rapid or slow valve closures, pump failures, changes in turbine loading, etc. It creates high and low pressure waves which travel along the system and decay as a result of wall shear stress. Comparison o experimental and theoretical results revealed the failure of steady or quasi-steady models in correctly predict...
متن کاملEffects of Valve Closing Law and Unsteady Friction Model on Damping Pressure Waves in a Network
Water-hammer is a transient condition which may occur in a network as a result of rapid or slow valve closures, pump failures, changes in turbine loading, etc. It creates high and low pressure waves which travel along the system and decay as a result of wall shear stress. Comparison o experimental and theoretical results revealed the failure of steady or quasi-steady models in correctly predict...
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