Page 11 - COLLAGE
P. 11

1.4.  DESIGN

                   When  designing  a  pontoon  bridge,  the  civil  engineer  must  take  into  consideration

                   the Archimedes' principle. Each pontoon can support a load equal to the mass of the water
                   that it displaces. This load includes the mass of the bridge and the pontoon itself. If the

                   maximum load of a bridge section is exceeded, one or more pontoons become submerged.

                   Flexible connections have to allow for one section of the bridge to be weighted down more
                   heavily than the other parts. The roadway across the pontoons should be relatively light, so

                   as not to limit the carrying capacity of the pontoons.

                   The connection of the bridge to shore requires the design of approaches that are not too

                   steep, protect the bank from erosion and provide for movements of the bridge during (tidal)
                   changes of the water level.


                   Floating  bridges  were  historically  constructed  using  wood.  Pontoons  were  formed  by
                   simply lashing several barrels together, by rafts of timbers, or by using boats. Each bridge

                   section consisted of one or more pontoons, which were maneuvered into position and then
                   anchored  underwater  or  on  land.  The  pontoons  were  linked  together  using

                   wooden  stringers  called  balks.  The  balks  were  covered  by  a  series  of  cross  planks

                   called chesses to form the road surface, and the chesses were secured with side guard rails.

                   A floating bridge can be built in a series of sections, starting from an anchored point on the

                   shore. Modern pontoon bridges usually use pre-fabricated floating structures.

                   Most pontoon bridges are designed for temporary use, but bridges across water bodies with

                   a constant water level can remain in place much longer. Hobart Bridge, a long pontoon
                   bridge built 1943 in Hobart, was only replaced after 21 years. The fourth Galata Bridge that

                   spans the Golden Horn in Istanbul, Turkey was built in 1912 and operated for 80 years.

                   Provisional  and  lightweight  pontoon  bridge  are  easily  damaged.  The  bridge  can  be
                   dislodged or inundated when the load limit of the bridge is exceeded. The bridge can be

                   induced to sway or oscillate in a hazardous manner from the swell, from a storm, a flood

                   or a fast moving load. Ice or floating objects (flotsam) can accumulate on the pontoons,
                   increasing the drag from river current and potentially damaging the bridge. See below for

                   floating pontoon failures and disasters.




                                                           11
   6   7   8   9   10   11   12   13   14   15   16