S1-S2 BT

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2.  A cofferdam may be defined as a temporary structure that
is constructed on a river or a lake or any other water-
bearing surface for excluding water from a given site to
execute the building operation to be performed on dry
surface.

3.  Considering the material used in their construction, cofferdams may
be divided into the following categories.
› Sandbag dike cofferdam
› Earthfill cofferdam
› Rock-fill cofferdam
› Single-walled cofferdam
› Double-walled cofferdam
› Crib cofferdam
› Cellular cofferdam ….(Circular or diaphragm type)

5.  This type of cofferdam is useful if the
depth of water is small.
 Cement bags are partially filled with a
mixture of sand and clay and
systematically laid around the area in
courses

8. Earthen embankment built around the area to be enclosed.
The depth of water is very low.
The velocity of the current is very low.
The side slopes may vary from 1 : 1 to 1 : 2.
A mixture of clay and sand or clay and gravel.
Side slopes should be pitched with rubble boulders.
Sometimes, Sheet piles are also provided for to make the cofferdam more
watertight.

9. Rockfill cofferdam

10. ROCK-FILL COFFERDAM
 If the depth of water to be retained by the embankment of cofferdam is of order of
3 m .
 Stone or rubble is used for the embankment.
 This construction is adopted only if the stone is easily available in the nearby areas.
 The stones are assembled in the required shape of the embankment and the voids
are partially filled with earth and stone-chips.
 On the waterside,the rockfill is to be provided with an impervious layer of earth.

11. Single wall cofferdam

12.  Area to be enclosed is small and the depth of water is more 4.5 to 6 m.
 Timber piles known as guide piles are first driven deep into the firm
ground below the river bed.
 Depending upon the velocity of the current of the water in the river,
the c/c spacing of the piles may vary between 1.8 to 4.5 m.
 Longitudinal runners called wales are then bolted to the guide.
 Steel or wooden sheet piles are then driven into the river bed along the
wales and are secured to the wales by bolts.
 The sheets on the two faces are braced by trussed arrangement of
struts. This helps in increasing the stability of walls against the water
pressure
 Half-filled bags of sand stacked on the inside and the outside faces of
the sheets help in increasing the stability of cofferdam.
 After the cofferdam is constructed, the water in the enclosed area is
pumped out and the construction work is taken up.

16.  Double-walled cofferdam is provided in such situations.
 Its construction is essentially the same as that of a single-walled cofferdam
except that in place of one wall, a pair of walls with a gap in between is used all
along the boundary of the space to be enclosed.
 This type of cofferdam can be used in depth of water up to 12 m.
 As the depth of water increases, the wall should be made wider in order to
make it stable against overturning and sliding.
 The distance between the two walls depends upon the depth of wat
 At their top, the two faces of the walls are connected by steel rods spaced at
close intervals. To prevent the leakage from the ground below, the sheet piles
are driven to a good depth in the bed.

19. › If the stream has a hard bottom ,it is difficult to penetrate the guide piles or
sheet piles .In such cases crib cofferdam is used.
› The sheet piles are supported by a series of wooden cribs.
› A crib is a framework of horizontal timbers installed in alternate courses to
form pockets which can be filled with earth or stones.
› The length and breadth of each crib depend upon the depth of water and the
current of flow.
› The framework of the cofferdam (made from, logs of wood) is prepared on
ground and then floated to the site where the cofferdam is to be constructed.
› On the side of water ,the framework is provided with sheet pile
› Crib is then sunk to the position, the bottom of each crib is given a shape to fit
in the variation in the surface of bed rock.
› The space inside the crib is then filled with stone or any other material, so as to
make it stable against sliding and overturning.
›

21. › These cofferdams are suitable for enclosing large areas.
› They are used for the construction of long span bridge piers across
wide rivers or in backwater areas
› These cofferdams are quite expensive
Two types
› Circular cellular cofferdam
› Diaphragm cellular cofferdam

22.  The circular type of cellular cofferdam has the advantage that each cell
may be filled completely to the top before starting the construction of the
next cell without causing any distortion to the shell of the cofferdam
 One cell is completely filled up it can be used for the construction of other
cells.
 Each cell acts as a self-supporting independent unit

26.  Consists of a series of diaphragm of steel sheet piles connected
 The straight diaphragm wails are connected to each other by steel piles arranged in
the form of arches on either sides.
 The radius of the connecting arcs is generally made equal to the distance between
the straight diaphragm walls. After the cells are driven to the required depth, they
are filled with earth, sand, gravel or other filling material. In this type of cofferdam,
as the diaphragm which separates the two cells is a straight wall, it is necessary to
fill adjacent cells at approximately the same rate. If this is not done, the unbalanced
pressure from the fill will distort the diaphragm (cross-walls) which may result in
the failure of the interlocks. In this respect, the circular type cofferdam has the
advantage over the diaphragm type cofferdam because in the former, it is not
necessary to fill the adjacent cells at the same time.