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The following description applies to this problem and the next one. A rigid tank with a volume of 1.908 m2 contains 15 kg of

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3 @ Volume, v= 1.908m) m = 15kg x = 1.908m 0.1272 mörkg 15 kg At T=90c, 2f = 0.0010360°/kg, vg = 2.3593 m melkg u= uf+x(Ug-Uf

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