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AbstractAbstract
[en] Short communication
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Anon; 168 p; Mar 1990; p. 148-149; 6. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 25 Feb - 2 Mar 1990
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AbstractAbstract
[en] Short communication
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Anon; 168 p; Mar 1990; p. 48; 6. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 25 Feb - 2 Mar 1990
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AbstractAbstract
[en] Short communication
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Anon; 168 p; Feb 1993; p. 133; 7. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 14-18 Feb 1993
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Staroselsky, I.; Sukoriansky, S.; Yakhot, V.; Orszag, S.A.
The sixth international Beer Sheva seminar on MHD flows and turbulence
The sixth international Beer Sheva seminar on MHD flows and turbulence
AbstractAbstract
[en] Short communication
Primary Subject
Source
Anon; 168 p; Mar 1990; p. 130; 6. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 25 Feb - 2 Mar 1990
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Miscellaneous
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Levints, A.M.; Satanovsky, V.R.; Zatelepin, V.N.
The sixth international Beer Sheva seminar on MHD flows and turbulence
The sixth international Beer Sheva seminar on MHD flows and turbulence
AbstractAbstract
[en] Short communication
Primary Subject
Source
Anon; 168 p; Mar 1990; p. 80; 6. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 25 Feb - 2 Mar 1990
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Miscellaneous
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AbstractAbstract
[en] Short communication
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Source
Anon; 168 p; Mar 1990; p. 70; 6. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 25 Feb - 2 Mar 1990
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AbstractAbstract
[en] The stochastic model of tracer flow through porous medium is presented. The model includes the finite flow velocity of the tracer particles. The tracer concentration at a given time-and-space point is to be understood as a tracer concentration in the flowing water - just being measurable (the model takes, into account the presence of stagnant water). The model satisfies the law of fluid continuity. V2 approaching V1, the model converges to the ''piston-flow'' model. The model describes dispersion phenomenon and satisfies the tracer conservation law. The model may be applied to: determination of the mean residence time of water in the hydrological system, calculation of parameters of porous medicum estimation based on experiments with natural tracers, interpretation of the curves of the traces flow through two adjacent aquifers having different velocities of filtration. (Z.M.)
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Journal Article
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Journal of Hydrological Sciences; v. 3(1-2); p. 47-59
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AbstractAbstract
[en] Short communication
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Anon; 168 p; Mar 1990; p. 102-103; 6. international Beer Sheva seminar on MHD flows and turbulence; Jerusalem (Israel); 25 Feb - 2 Mar 1990
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Cheng, L.Y.; Drew, D.A.; Lahey, R.T. Jr.
Rensselaer Polytechnic Inst., Troy, NY (USA). Dept. of Nuclear Engineering
Rensselaer Polytechnic Inst., Troy, NY (USA). Dept. of Nuclear Engineering
AbstractAbstract
[en] The effect of virtual mass on phase separation during the acceleration of a two-phase mixture was studied. Virtual mass can be regarded as an induced inertia on the dispersed phase which is accelerating relative to the continuous phase, and it was found that the virtual mass acceleration is objective, implying an invariance with respect to reference frame. An objective form of the virtual acceleration was derived and required parameters were determined for limiting cases. Analyses determined that experiments on single bubble nozzle/diffuser flow cannot readily discriminate between various virtual mass acceleration models
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Mar 1978; 52 p; Available from NTIS. PC A04/MF A01
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AbstractAbstract
[en] Abstract only
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Imry, Yoseph.; Weizmann Inst. of Science, Rehovoth (Israel). Dept. of Physics; Bull. Isr. Phys. Soc; v. 38; 169 p; 1992; p. 12; Israel physical society 1992 annual meeting; Rehovot (Israel); 15 Apr 1992
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