The figure illustrates flow through a pipe with diameters of 1.0 mm and 2.0 mm and with different elevations. $P_x$ is the pressure in the pipe, and $V_x$ is the speed of a non-viscous incompressible fluid at locations x = Q,R,S,T, or U.
$P_U$ is... $P_R$.
$V_U$ is ... $V_T$
$P_U$ is... $P_T$
$V_R$ IS... $2V_Q$
$P_U$ is... $P_Q$
$V_R$ is ... $V_S$
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