Study of Gas Reservoirs Subject to Water Drive on Electronic Differential Analyzer
Author(s) -
Hyun-Ju Yoo,
David L. Katz,
M.R. Tek
Publication year - 1961
Publication title -
society of petroleum engineers journal
Language(s) - English
Resource type - Journals
eISSN - 2469-8490
pISSN - 0197-7520
DOI - 10.2118/1620-g
Subject(s) - aquifer , petroleum engineering , compressibility , volume (thermodynamics) , geology , mechanics , boundary value problem , geothermal gradient , environmental science , groundwater , geotechnical engineering , thermodynamics , physics , quantum mechanics , geophysics
The behavior of gas-storage reservoirs subject to water drive is investigated through analog simulation on an electronic differential analyzer. The simulation technique developed on an LM–10 computer permits the prediction of reservoir volume or pressure resulting from the movement of water in the surrounding aquifer. The method developed on the analog computer consists off-setting up an appropriate transfer-function circuit and feeding the arbitrary time-varying boundary conditions as an input signal. The input may be specified as gas reservoir pressure, pore volume or the water flux. Several cases studied include an isolated gas reservoir on a limited aquifer, interference among three reservoirs adjacent to a common aquifer and the growth of gas-storage volume on an aquifer. It is concluded that the method developed on an electronic differential analyzer provides an excellent technique to simulate and investigate the behavior of gas reservoirs subject to water drive. The agreement between the reservoir performance as predicted from the simulation technique and as measured from actual field data is found to be better than the range usually encountered in predicting water-drive behavior. Introduction It is generally known that some gas-storage reservoirs are located on top of blanket sands of large extent, saturated with brine called aquifers. Because the volume of the body of water associated with aquifers is usually very large and water is compressible, the cyclic pressure variations encountered in normal storage service inevitably cause unsteady, compressible flow conditions in the adjacent aquifers. The solution to radial diffusivity equation for a limited aquifer for constant terminal conditions has been known since the early 1930's. The solution for the constant terminal conditions for an infinite aquifer was published in 1949.
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