THE FLOATING PIPELINES IN WATER ARE VASTLY USED IN THE TRANSFERRING OF INDUSTRIAL WASTE, WATER AND OTHER FLUIDS SUCH AS OIL AND ITS PRODUCTS, AND SUPPLYING WATER TO THE COOLING TOWERS AND ALSO AS UNDERWATER TUNNELS. REGARDING THE COMPLEXITY OF THE FORCES IMPOSED ON SUCH STRUCTURES AND THE VARIETY OF SHAPE AND CHARACTERISTICS OF WAVES, analysis AND DESIGN OF THESE STRUCTURES ARE FACING DIFFERENT ISSUES, WHICH INDICATE THE NEED OF A MULTILATERAL INVESTIGATION OF THE INERTIA AND THE PIPELINE STRUCTURES IN THE HYDRODynamic POINT OF VIEW. SINCE THIS ISSUE IS MOST APPLICABLE IN THE PETROLEUM PORTS OF OUR COUNTRY FOR OIL AND OTHER PETROLEUM PRODUCTION TRANSPORTATION TO THE PETROLEUM TERMINALS, THE IMPORTANCE OF ANALYZING THESE STRUCTURES BECOMES MORE AND MORE OBVIOUS. GENERALLY SPEAKING, THE INTERACTION OF SEA WAVES AND THE PIPELINE STRUCTURES INCREASES THE Dynamic SHOCKS OF THE PIPELINES. THUS, IT IS NECESSARY TO USE AND ANALYZE A SUITABLE MODEL FOR CONTROLLING THESE SHOCKS. IN THIS ARTICLE, BY EXPLAINING ALL OUTSIDE, INSIDE AND HYDRODynamic FORCES AND THE OPERATION PROCESS OF EACH OF THESE FORCES, THE EFFECTIVE EQUATIONS OF THE FLOATING PIPELINES ARE DETERMINED.