65 \, \text{g/cm}^3 = 1650 \, \text{kg/m}^3$, the cross-sectional area at the first section $A_1 = 10.0 \, \text{cm}^2$, the flow speed at the first section $v_1 = 275 \, \text{cm/s}$, and the pressure at the first section $P_1 = 1.20 \times 10^5 \, \text{Pa}$. We
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