[0001] The invention relates to a method of loading a suction dredger in which a suspension
of sand and water is pumped into the hold of the suction dredger during a loading
operation which is carried out in at least two steps, to wit
a first step in which the effluent means are kept at such a high level that the hold
is loaded essentially up to its maximum volume and the suction dredger is loaded substantially
up to its maximum permissible carrying capacity by pumping a suspension of sand and
water into the hold and
a subsequent second step in which additional suspension is pumped into the hold and
in which the effluent means are lowered in dependence upon the weight of the load
in the hold to an extent such that the suction dredger remains loaded substantially
up to its maximum permissible carrying capacity.
[0002] Such a method is known from Dutch patent specification 138,182. Since the quantity
of sand in the hold constantly increases, the effluent means are constantly lowered
in order to keep the suction dredger at its maximum permissible carrying capacity.
Slow adjustment of the effluent means is performed only with difficulty, since they
are likely to be retained.
[0003] The invention provides a more reliable method in which the hold can yet be loaded
rapidly. According to the invention the effluent means are intermittently passed to
lower and lower levels.
[0004] Incremental lowering of the effluent means can be easily performed in a reliable
manner. Although in the method according to the invention the suction dredger is transiently
loaded slightly below its maximum permissible carrying capacity, it appears that the
suction dredger is loaded largely as rapidly as in the case in which it is endeavoured
to hold the suction dredger constantly exactly at its maximum permissible carrying
capacity. This may be attributable to the fact that in accordance with the invention
there are loading periods in which the flow of effluent is comparatively slight, so
that the sand of the suspension contained in the hold has more time to settle down
or to the fact that owing to the higher reliability of this method the margin between
the standard applied during loading to the maximum permissible carrying capacity and
the degree of loading at which the ship may founder can be lower.
[0005] The invention relates to and provides, in addition, a suction dredger for carrying
out the method in accordance with the invention, said dredger comprising a hold, a
pump for pumping a suspension of sand and water into the hold and effluent means to
be set in a first loading step at a high level corresponding to the maximum volume
of the hold and in a second loading step at a lower level, the proportions of the
hold volume being such that in a first step the suction dredger can be loaded with
the sand and water mixture substantially up to its maximum permissible carrying capacity,
there being provided control-means for incremental lowering of the effluent means
in dependence upon loading measuring means during the second loading step, said dredger
being characterized by control-means intermittently lowering in incremental steps
the effluent means.
[0006] The invention will be described more fully hereinafter by way of example with reference
to the accompanying drawing.
[0007] In the drawing:
Figure 1 is a schematic longitudinal sectional view of a preferred embodiment of a
suction dredger in accordance with the invention in carrying out the method according
to the invention, and
Figures 2 and 3 are each a graph representing the volume of the hold and the weight
of the load respectively, when the method according to the invention is carried into
effect.
[0008] The suction dredger 1 shown in Figure 1 is a trawl dredger especially equipped for
carrying out the method in accordance with the invention.
[0009] The suction dredger 1 comprises a hold 3 in a hull 2, a pump 4 for pumping a suspension
of sand and water into the hold 3 and effluent means 9. The pump 4 communicates at
one end with a suction pipe 5, a trailing suction head 10 of which is dragged on along
the ground 11 below the water 12, when the suction dredger 1 is propelled in the direction
of the arrow 14 by means of a propeller 13. At the other end the pump 4 communicates
with a loading pipe 6, from which the water and sand suspension gets into the hold
3.
[0010] The effluent means 9 comprise a vertical, fixed tube 15 communicating with the water
12, a tube 8 vertically displaceable in the former and having at the top end an overflow
dish 7 and a hydraulic cylinder 16, the piston rod 17 of which is connected with the
dish 7 for the vertical adjustment of the overflow rim 18 of the overflow dish 7.
[0011] The hold 3 has very large proportions as compared with the carrying capacity of the
suction dredger 1, that is to say, the hold 3 can be filled with sand only up to the
level
ZIII
,
[0012] In the method according to the invention the loading operation is performed in at
least two steps 21 and 22 (see Figures 2 and 3). In the first step 21 the overflow
rim 18 is held in its highest position 18
III indicated in Figure 1 by broken lines, at least at such a high level that the hold
3 is loaded essentially up to its maximum volume 19 and up to the maximum carrying
capacity 20 of the suction dredger 1 with a suspension of sand and water pumped into
the hold 3. In Figures 2 and 3 the graphs drawn in broken lines represent the volume
V
t and the weight W
t respectively of the total quantities of sand and water contained in the hold 3, whereas
the solid lines V
s and W
s represent the volume and the weight respectively of sand settled down in the hold
3. On the abscissa is plotted in Figures 2 and 3 the time. From Figures 2 and 3 it
will be apparent that during the first step 21 there is first a period in which the
hold 3 is filled with a suspension of sand and water, after which, when the hold 3
is already filled, further suspension of sand and water is pumped into the hold 3
whilst the effluent means 9 are still kept at the highest level so that the total
volume V remains at its maximum. Subsequently the next, second step 22 is carried
out, in which additional suspension is pumped into the hold 3 and in which the effluent
means are lowered in dependence upon the weight of the load in the hold 3 to an extent
such that the suction dredger 1 remains essentially loaded up to its maximum permissible
carrying capacity 20. From Figure 3 it will be seen that in the course of time t during
the second loading step 22 the graph W
t indicated by broken lines extends substantially horizontally along the dotted line
23. This dotted, straight line 23 and the naturally varying dotted line 24 of Figure
2 would be attained, if the overflow rim 18 were gradually lowered. According to the
invention, however, the overflow rim 18 is lowered intermittently rather than gradually.
For this purpose the effluent means 9 comprise a control-rod 26 with a head 27, which
moves along pulse generators 28 during the upward and downward movements of the overflow
rim 18. The pulse generators 28 correspond each to a level of the overflow rim 18,
where it is retained for some time.
[0013] From Figure 1 it will be apparent that the level difference of the upper pulse generators
28 may be larger than that of the subsequently lower pulse generator 28.
[0014] In order to maintain the suction dredger 1 essentially loaded up to its maximum permissible
carrying capacity 20, it is equipped with a draught gauge 29, from which a signal
is applied to a comparator 30, in which a value of the maximum permissible carrying
capacity is set. When the maximum carrying capacity 20 of the suction dredger 1 is
attained, the comparator 30 applies a pulse to a control-means 31 of a hydraulic slide
32, which governs the fluid affluence and effluence of the hydraulic cylinder 16.
The overflow dish 7 then moves down by one level difference until the head 27 of the
rod 26 reaches a pulse generator 28, which applies a pulse to a control-member 33
for setting the control-slide 32 in a stop position in order to prevent the overflow
dish 7 from moving further downwards. During this downward movement of the overflow
dish 7 the supernatant layer of water is at once removed from the hold 3, since it
flows across the overflow rim 18 and through the tubes 8 and 15 into the outboard
water 12. Then additional suspension is constantly pumped into the hold 3 and after
some time the permissible carrying capacity of the suction dredger 1 is again attained
or in other words, the broken lines meet the dotted lines of Figures 2 and 3. At this
instant the comparator 30 again applies a signal to the control-member 31 and the
hydraulic cylinder 16 is reactuated for lowering the overflow dish 7 by a further
step. Thus loading is continued in the second loading step until the hold 3 is substantially
filled with sand up to the maximum permissible carrying capacity. During the second
loading step 22 the sand level rises from the level Z
I via the level Z
II to the level Z
III' to which correspond the positions 18
III,
18 II and 18 respectively.
1. A method of loading a suction dredger in which a suspension of sand and water is
pumped into the hold of the suction dredger during a loading operation which is carried
out in at least two steps, to wit
a first step in which the effluent means are kept at such a high level that the hold
is loaded essentially up to its maximum volume and the suction dredger is loaded substantially
up to its maximum permissible carrying capacity by pumping a suspension of sand and
water into the hold and
a subsequent second step in which additional suspension is pumped into the hold and
in which the effluent means are lowered in dependence upon the weight of the load
in the hold to an extent such that the suction dredger remains loaded substantially
up to its maximum permissible carrying capacity,
characterized in that the effluent means are intermittently moved to incrementally
lower levels.
2. A suction dredger for carrying out the method claimed in claim 1 comprising a hold,
a pump for pumping a suspension of sand and water into the hold and effluent means
to be set in a first loading step at a high level corresponding to the maximum volume
of the hold and in a second loading step at a lower level, the proportions of the
hold volume being such that in a first step the suction dredger can be loaded with
the sand and water mixture substantially up to its maximum permissible carrying capacity,
there being provided control-means for incremental lowering of the effluent means
in dependence upon loading measuring means during the second loading step, characterized
by control-means intermittently lowering in incremental steps the effluent means.