This document discusses perforated joints, flow couplings, and blast joints used in downhole equipment. A perforated joint is installed above a no-go and provides flow bypass when gauges are installed. It must have a total cross-sectional area of holes equivalent to the tubing internal diameter. Flow couplings are installed where turbulence is expected, such as above and below crossovers or nipples, and have thicker walls to prevent early erosion failures. Blast joints are placed near perforations and have heavy, blast-resistant coatings to protect from extreme erosional forces opposite open perforations.