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Architecture and management of a geological repository - Andra

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7 – The shafts <strong>and</strong> the driftsFigure 7.3.4Section <strong>of</strong> the construction shaft7.3.4 The advantages <strong>of</strong> a rampA ramp is an inclined drift, normally at a slope less than 15 %, allowing access to the undergroundinstallations. This type <strong>of</strong> structure has been in widespread use in the mining industry since the secondhalf <strong>of</strong> the last century, together with the development <strong>of</strong> diesel mining machines <strong>and</strong> vehicles <strong>and</strong>conveyor belts. The comparison between shafts <strong>and</strong> ramps has become a permanent debate within themining industry. A large number <strong>of</strong> mines are equipped with both types <strong>of</strong> structures.The ramp is more flexible to work with than a shaft because it can be used without causing loadinterruptions by a wide variety <strong>of</strong> vehicles. It does not depend like a shaft on a single piece <strong>of</strong>equipment, which even though highly reliable does require heavy-duty maintenance. However, theflows possible on a ramp are more limited than in a shaft <strong>and</strong> experience has shown that the risks <strong>of</strong>incidents are higher.It should be noted among the factors which would lead by analogy to the mining industry favouring anaccess by ramp that :- The overlaying grounds are hardly aquiferous <strong>and</strong> have normally good mechanical characteristics ;- The package flows are limited in terms <strong>of</strong> the number <strong>of</strong> movements <strong>and</strong> consist <strong>of</strong> bulky <strong>and</strong>heavy loads ;- The material flows generated by construction remain small as long as construction is restricted tozones receiving B <strong>and</strong> C0 waste packages.On the contrary, the depth <strong>of</strong> 500 m is rather high for a ramp, but not without precedence. The layer’sgeometry <strong>and</strong> topography are simple, which would tend to favour the shaft solution.Aside from the air exhaust function, where the ramp has no interest here, the above list <strong>of</strong> factors doesnot allow a very sharp comparison between the two types <strong>of</strong> accesses. A ramp can be used for thelowering <strong>of</strong> packages, on the one h<strong>and</strong>, <strong>and</strong> for construction functions, on the other h<strong>and</strong>. At this stagein the studies, the use <strong>of</strong> ramps is only considered as a variant.The paragraphs below show two examples <strong>of</strong> possible ramps. The first example is an example <strong>of</strong> a“construction oriented” ramp designed to facilitate the flow <strong>of</strong> vehicles. It is very similar to a miningramp. The second example is an example <strong>of</strong> a “package transfer oriented″ ramp designed to limit theimpact velocity in case a vehicle transporting packages goes out <strong>of</strong> control.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM297/495

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