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            and the formation of the barges should be improved to reduce the resistance of the fleet.
            The mooring force was measured when navigating on the route of NANTONG-PAOTAIWAN.  When
            the test was carried out, the wind  speed reached up 6-7  Beaufort scale. The maximum  force was
            31.2kN while rudder angle was  0 degree and  147.96kN while  the  angle was  25  degree, 274.4kN
            breaking force of mooring steel hawser was enough for the fleet under the test condition.


            4  RENOVATION OF EXISTING INTEGRATED BARGE

            Considering shipowner’s assign condition and the restricting of the CHANGJIANG route, two kinds of
            3000t and 5000t integrated barges are selected as investigation targets. As two kinds of barge were
            originally designed to navigate on the river route, the strength are unsuitable for the sea route. In order
            to navigate on the route of BEILUN to PAOTAIWAN(be1onging to the shelter sea area), the shell and
            bottom structure of the  5000t barge must be  replaced, that is too expensive for shipowner. For  the
            3000t barge, a few modifications such as reducing the cargo hatch opening and structural strengthening
            can make it suitable for the sea route. So the 3000t integrated barge was selected at last to renovate.
            The cross sections of 3000t barge are shown in figure 1.

            According to the full scale test, the prototype of the sea barge is not ideal for the hybrid fleet on the
            river route. It is necessary to redesign the after bodyline. The simply cutting stern and the tunnel cutting
            stem were designed to contrast with the prototype. The abridged drawings are shown in figure 2.The
            main dimensions are listed in table 4.
                               *










                         before changed                         der changed
                                    Figure 1 : The cross section structure















                                      (3)
                         (1) prototype   (2) simply cutting stem   (3) tunnel cutting stern
                                      Figure 2: Abridged drawing of stem
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