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88  SECTION   II Types of Equipment



                30                        F pressure, inlet             2

                                                                        1.5
                20
                                                                        1
                10
                                          F                             0.5
                                           momentum
              F/F thrust  0                                             0


                                                                        –0.5
               –10
                                                        F               –1
                                                         impeller
               –20
                                                                        –1.5
                                     F
                                      pressure, cavities
                                                                        –2
               –30
                  1          2         3          4         5         6
                                          Stage
            FIG. 3.55 Contributing forces to the impeller thrust in a six-stage compressor.

               The descriptions in this section are based on shrouded impellers. As opposed
            to open-faced impellers, that have free-standing blades, the blades in shrouded
            impellers are covered. Therefore, the pressure distribution on the front face of
            the impeller is governed by the impeller discharge pressure and the impact of
            swirl flow. In an open-faced impeller, the pressure distribution would be gov-
            erned by the pressure buildup in the impeller flow passages.


            Foundation
            The foundation and support system for a centrifugal compressor must support
            the equipment and keep them in sufficient alignment. The support base is either
            reinforced concrete with steel sole plates or a fabricated steel baseplate sup-
            ported by another structure.
               Concrete foundations with steel sole plates are quite economical. The con-
            crete foundation typically consists of concrete beams on the order of 46–80cm
            thick with reinforcing steel throughout. The concrete beams may be elevated as
            part of an overall concrete structure thereby elevating the equipment as needed.
               Fabricated steel baseplates are made from structural steel and typically
            designed for perimeter support (Fig. 3.56). Main longitudinal beams run the
            length of the string parallel to the shaft centerline. A top deck is normally
            included. These baseplates are typically designed to be lifted or set down while
            fully loaded. The baseplates may require grouting to a concrete foundation or
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