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HISTORY OF LOGGING 1846 - 1945
Obsolete but traditional definitions, abbreviations, symbols, and methods still pervade our industry. Newcomers often wonder why these old-fashioned ideas persist. In many cases, methods were developed which required better logging tools or more powerful computational methods than were available at the time. Such methods fell into disuse, to be resurrected years later when the appropriate tools were developed. An appreciation of the history of logging and the development sequence of analytical methods will help any geologist, geophysicist, or engineer who works with well logs.
Four electrode surface resistivity system ==> The surface resistivity method was based on a four electrode system, moved along the surface to make successive measurements. Direct current was applied to the outer two electrodes (A and B) and the voltage between the inner electrodes (M and N) was measured. Variations in the voltage indicated changes in subsurface resistivity, which in turn indicated changes in mineralogy or fluid content in the subsurface. Surveys were run for mining, ground water, and oil exploration. Although direct current was widely used, the Schlumberger brothers also experiment with alternating current systems, the forerunner of modern electromagnetic (EM) surface exploration methods. They also had a brain-wave in 1927 - why not run the four electrode system vertically in a borehole instead of horizontally on the surface? The general idea was not new. A patent for a single electrode resistivity device was issued in 1883 to Fred Brown, but it appears not to have seen use until 1913 in a mining drill hole. A single electrode survey is not very useful quantitatively but the four electrode system can be calibrated to read resistivity of the material surrounding the electrodes.
Conrad and Marcel Schlumberger 1936 ==> The first well logs in Canada were run in 1937 (Schlumberger) for a gold exploration project in Ontario, and in 1939 (Haliburton) for oil in Alberta. The first Schlumberger log for oil exploration in Canada was run in 1946.
First Log Analysis Technical Paper, 1929 ==> Log analysis using these new tools involved curve-shape recognition - still a valid and commonly used qualitative approach to analysis. Log curve shapes are determined visually from the appearance of the recorded data when plotted versus depth. These curve shapes were related to rock sample and core description data to determine general rules-of-thumb for separating permeable, porous, oil bearing beds from non-productive zones.
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Curve shape analysis rules: The early success of curve shape analysis was quite accidental. It depended on the fact that the formation water in the first wells logged was quite conductive due to dissolved salt. Had these logs been run in west Texas at the beginning of the 1930's, the fresh water sands may have given such confused analyses that well logging might never have become popular.
Some attempts were made to quantify the resistivity and SP analyses during the 1930's, but they applied only to local situations. It was not until 1942 that G. E. Archie's work provided a reasonably universal approach. The original resistivity log electrode arrangement provided what is known today as a "lateral" curve. It is an assymmetrical curve and is not appropriate in thin reservoirs. During the 1930's there was considerable experimentation with electrode spacings and electrode arrangements. An alternate to the lateral curve was the so-called "normal" curve. It provided symmetrical curve shapes but could not read as deep into the rock as the lateral curve.
<== Semi-standard 3-track log presentation circa 1940's with SP in Track 1, deep and shallow normal resistivity curves in track 2, and lateral curve in Track 3.
W. O. Winsauer, with others, modified the Archie equation slightly in 1952. This formula is used today but is commonly known as the Archie equation. M. P. Tixier of Schlumberger published the details of the so-called Rocky Mountain or resistivity ratio method in 1949. It was based on Archie's water saturation equation, but avoided the need to know porosity by using the ratio of deep and shallow resistivity readings. Studies of invasion profiles and water chemistry reactions were thus common during this period. From its earliest beginnings, the spontaneous potential log was interpreted by its curve shape. Since an SP voltage was developed across sandstones, and not along shale beds, it was relatively easy to identify sandstone from shale by the shape of the SP curve. Between 1943 and 1949, much work was done on the theory behind the spontaneous potential. Analysis from this curve is still popular because it gives approximate values for formation water resistivity in clean (non-shaly) sandstone formations, or the shaliness of the formation in shaly sandstones. Shale content calculations were enhanced by the appearance of the gamma ray log in 1934 because shale emitted natural gamma rays and clean sandstone and limestone did not. The log was calibrated to present a curve similar in shape to the spontaneous potential log. Although the gamma ray log has existed for seventy years, its appearance has not changed much. However, its resolution and accuracy have improved greatly due to more efficient and smaller gamma ray detectors.
The modern dipmeter tool, first used in 1969, records four or more simultaneous resistivity curves, which provides considerable redundancy, and hence improved quality in the results. Data is often so good as to allow analysis of stratigraphic features, such as crossbedding in sandstone deposits, as well as the much larger structural features of the rock layers detected by earlier tools. The section gauge (or caliper log) also appeared in 1942 and made the application of borehole size corrections to all kinds of resistivity logs possible. The use of laboratory derived departure curves for this purpose, (between 1949 and 1955), was a common event in a log analyst's life. The corrections were seldom satisfying and may have been "gilding the lily" somewhat. Modern resistivity logs need little borehole correction if run in a well designed mud system in a reasonably good hole.
The temperature log, used to detect entry of gas into the well bore, was made available about l936. It was also used to determine formation temperature and temperature gradient. Much evolution was going on behind the scenes that the log analyst never really appreciated, but the logging engineer did. The rag-line logging cable gave way in l947 to steel armoured multiconductor cable, which was far stronger and more reliable. Today, fiber optic cables are sometimes used. The tools evolved from purely electrical devices with ammeters and voltmeters, to vacuum tubes in the late forties, to transistors in the early sixties and finally integrated circuits and computers in the seventies and eighties. Trucks changed radically from short wheel base, opencab flat decks with equipment bolted to the floor and shaded from the elements by an umbrella, to canvas covered vans in the early forties. Bread wagon style panel vans appeared in the late forties, to be superceded by the six and ten wheel "corn binders" of the fifties and sixties. The air conditioned behemoths of today, that look ever so much like space age garbage trucks, are the result of the computer revolution.
Service availability, both in the number of trucks and the number of locations where they were available, increased dramatically. The far flung network was held together by the professionalism and integrity of the early pioneers. Today it is big business - multi-national and vertically integrated. Trucks were moved offshore by barge and boat in the forties, and finally in 1947 when you couldn't see land from the rig anymore, genuine offshore skid units were built and placed on the rigs. Wave compensation devices and corrosion engineering solved many initial problems by the late fifties. In sum, the early years were a period of invention and ingenuity - solving problems as they arose, and surviving the Great Depression and World War II by sheer determination.
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Copyright ©
E. R. (Ross) Crain, P.Eng.
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