Step 1: Reynolds stress distribution. In turbulent pipe flow the time-averaged Reynolds shear stress \(-\rho \overline{u'v'}\) is generally nonzero across the cross-section, vanishing at the pipe centerline and at the wall (due to no-slip and no-penetration implying \(u'=v'=0\) at the wall). Hence (A) is false, while (B) is true.
Step 2: Mean vs. centerline velocity. For fully developed turbulent flow, the centerline velocity is typically about \(1.2{-}1.3\) times the mean velocity (not \(2\) times). Therefore statement (C) is false.
Step 3: Streamwise pressure gradient. In fully developed pipe flow (laminar or turbulent), the wall shear stress and thus the axial pressure gradient are uniform along \(x\); hence the average pressure gradient is constant. So (D) is correct.