The invention provides a pervious pipe beach nourishment method and special pervious pipes. Each pervious pipe comprises a pipe body, wherein infiltration slits are formed all around each pipe body; the upper end of each pipe body is provided with a pipe cap; an air hole is formed in the middle of each pipe cap; the air hole is blocked by a cellular sand-proof material. The pervious pipe bodies and the pipe caps are all made of PVC. The pervious pipe beach nourishment method comprises the steps that the pervious pipes are arranged (in parallel or crossly) at intervals between a zone of wave breaking and a highest wave climbing line. The main construction technology of the pervious pipe beach nourishment method comprises measurement positioning, groove digging, steel sleeve driving into the grooves, sand pumping pump connection, sand pumping, pervious pipe placement, steel sleeve pulling out, and back-filling covering. The pervious pipe beach nourishment method has the main advantages that the construction of the pervious pipe beach nourishment is simple and convenient, the early investment is little and the late maintenance cost is low. Moreover, the beach pervious pipes are buried into a beach, other auxiliary engineering measures are omitted, so that the natural beauty and the waterside environment of an original beach are not destroyed, and the tourism resource value of a seaside region is improved greatly.