Limestone, Limestone And Limestone And Dolomite Are Primarily Carbonate Rocks

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CARBONATE ROCKS Limestone and dolomite are primarily carbonate rocks. The extent and thickness of Carbonate rock vary and depend on the environment under which they are deposited. The carbonate rock deposited under marine environment has thickness of several thousand meters. Carbonate rocks are highly soluble in water rich in carbon dioxide and dolomites are less soluble than limestone. The soluble properly of rocks gives rise to topographic and hydrologic features. Percolation of ground water through the intergranular interstices enlarges the fractures and favorable condition give rise to large caverns. In the advance stage, unsupported beds above large covers collapses and depressions called sinkholes are formed. When solution features like …show more content…

Fracturing and cataclasis provide permeability characteristics to the carbonate rock fault zones. Conduits in carbonate faults are formed due to uncemented fracture networks and breccia however permeability of the fault zone reduces due to the formation of fine-grained cataclastic fault rocks, the smearing of clay into the fault core and the mineralization of fracture networks. (Figure. 7). Ground water occurrence and aquifers The joints, solution passages and interconnected interstices in the carbonated rocks generally form a network of connected openings such that water table is generally well defined. Vertical permeability is less than the horizontal permeability due to stratification (Morris & Johnson 1967). Flow in the caverns and other tubular openings is not laminar but turbulent. Figure 8: Fault architecture and associated conceptualized permeability structures in carbonate …show more content…

Apart from many tunneling related problems covered above serious environmental impact need to be studied which is out of the scope of this paper. By now it is very much clear that subsurface water existing in rock masses has characteristics existence based on geology, topography, stratigraphy and other environmental elements. Coefficient of Permeability, coefficient of transmissibility, coefficient of storage are the parameters considered in calculation of inflow of water in tunnel or while calculating response of aquifer to pumping. Width, length, thickness of the aquifer and boundaries, such as folds, faults, or relatively impervious layers of shale or clays influences response of aquifers. During tunneling or any other underground excavation the response of an aquifer or underground water yielding feature can’t be predicted precisely

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