Production Engineering and Engineering Research - Some Studies on the Porosity and Permeability of Rocks (With Discussion)

The American Institute of Mining, Metallurgical, and Petroleum Engineers
F. G. Tickell O. E. Mechem R. C. McCurdy
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
11
File Size:
433 KB
Publication Date:
Jan 1, 1933

Abstract

The behavior of fluids in the voids of a rock is fundamental to the study of many of the problems of oil-field development and production. For it is by virtue of these openings between grains that oil and gas are able to move through the rock, to be contained by the rock, and to pass from the rock into the well. The capacity to contain fluids is measured by the porosity of the rock, and the ease of fluid movement is governed by the permeability. When the engineer wishes to estimate the amounts of oil and gas in an underground reservoir he is often concerned with the porosities of the rocks and, when dealing with problems relating to rate of production, he is more likely to be interested in the permeabilities of the rocks. Rocks are permeable because they are porous, but they may be porous without being permeable. Clays are very porous, and yet they are impermeable from a practical standpoint. Attempts have been made1 to correlate permeability with porosity for certain rock members but, where a definite relationship between these two properties is found to hold, it is purely fortuitous and local. Porosity and permeability do not necessarily bear any quantitative relationship to one another. The porosity of a substance is the percentage of void volume to bulk volume. The petroleum engineer is usually interested only in the inter-granular voids that are accessible to fluids. In measuring porosity he does not wish to include scaled openings. The measurement he desires is one of "available porosity," otherwise called "apparent porosity." The porosity of a natural aggregate of solid grains, such as a sandstone or clay, is governed by: (1) Grain-size distribution, (2) angularity of grain, (3) colloidal content, (4) degree of compaction. It is not difficult, for unconsolidated rocks, to measure the effect of any one of these when it alone is varied, and then to predict what the effects on porosity will be for such single variables. It is very difficult, however, if not
Citation

APA: F. G. Tickell O. E. Mechem R. C. McCurdy  (1933)  Production Engineering and Engineering Research - Some Studies on the Porosity and Permeability of Rocks (With Discussion)

MLA: F. G. Tickell O. E. Mechem R. C. McCurdy Production Engineering and Engineering Research - Some Studies on the Porosity and Permeability of Rocks (With Discussion). The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1933.

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