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The Delft Sand, Clay & Rock Cutting Model, 2019a

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Saturated <strong>Sand</strong> <strong>Cutting</strong>.<br />

6.13. Experiments.<br />

6.13.1. Description of the Test Facility.<br />

<strong>The</strong> tests with the straight blades are performed on two locations:<br />

1. <strong>The</strong> old laboratory of Dredging Engineering, which will be called the old laboratory DE.<br />

2. <strong>The</strong> new laboratory of Dredging Engineering, which will be called the new laboratory DE.<br />

<strong>The</strong> test stand in the old laboratory DE consists of a concrete tank, 30 m long, 2.5 m wide and 1.35 m high, filled<br />

with a layer of 0.5 m sand with a d50 of 200 m and above the sand 0.6 m water. <strong>The</strong> test stand in the new laboratory<br />

DE consists of a concrete tank, 33 m long, 3 m wide and internally 1.5 m high, with a layer of 0.7 m sand with a<br />

d50 of 105 m and above the sand 0.6 m water. In both laboratories a main carriage can ride over the full length of<br />

the tank, pulled by two steel cables. <strong>The</strong>se steel cables are winded on the drums of a hydraulic winch, placed in<br />

the basement and driven by a squirrel-cage motor of 35 kW in the old laboratory DE and 45 kW in the new<br />

laboratory DE.<br />

In the old laboratory DE the velocity of the carriage could be infinitely variable controlled from 0.05 m/s to 2.50<br />

m/s, with a pulling force of 6 kN. In the new laboratory DE the drive is equipped with a hydraulic two-way valve,<br />

which allows for the following speed ranges:<br />

1. A range from 0.05 m/s to 1.40 m/s, with a maximum pulling force of 15 kN.<br />

2. A range from 0.05 m/s to 2.50 m/s, with a maximum pulling force of 7.5 kN.<br />

Figure 6-36: Side view of the old laboratory.<br />

An auxiliary carriage, on which the blades are mounted, can be moved transverse of the longitudinal direction on<br />

the main carriage. Hydraulic cylinders are used to adjust the cutting depth and to position the blades in the<br />

transverse direction of the tank. Figure 6-36 shows a side view of the concrete tank with the winch drive in the<br />

basement and Figure 6-37 shows a cross section with the mounting of cutter heads or the blades underneath the<br />

auxiliary carriage (in the new laboratory DE). <strong>The</strong> main difference between the two laboratories is the side tank,<br />

which was added to dump the material excavated. This way the water stays clean and under water video recordings<br />

are much brighter. After a test the material excavated is sucked up by a dustpan dredge and put back in the main<br />

tank. <strong>The</strong> old laboratory DE was removed in 1986, when the new laboratory was opened for research.<br />

Unfortunately, the new laboratory stopped existing in 2005. Right now there are two such laboratories in the world,<br />

one at Texas A&M University in College Station, Texas, USA and one at Hohai University, Changzhou, China.<br />

Both laboratories were established around 2005.<br />

Figure 6-38 and Figure 6-39 give an overview of both the old and the new laboratories DE, while Figure 6-40<br />

shows a side view of the carriage, underneath which the blades are mounted.<br />

Removing the spoil tank (3) from this figure gives a good impression of the cutting tank in the old laboratory DE.<br />

Instead of a cutter head, blades are mounted under the frame (6) during the cutting tests.<br />

Copyright © Dr.ir. S.A. Miedema TOC Page 161 of 454

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