Special core analyses on 44 tight Mesaverde sandstone samples from the U.S. DOE Multiwell Experiment (MWX) were combined with petrographic investigations to relate the porosity and permeability of the cores to the pore structure of the rocks. Core analysis was performed on I-in. [2.54-cm] -diameter horizontal plug samples with a computerized steady-state-flow measuring device that routinely measures gas flow rates with a resolution of better than 10 -6 std cm 3 /s. All samples were selected from intervals expected to be gas-productive on the basis of wireline well logs and were taken from the portion of the interval that showed the lowest gamma ray log response. The core plugs were measured for dry permeability to gas, relative permeability at various water saturations, porosity to gas, and PV compressibility. Petrographic samples were taken directly off the plug ends and were analyzed with both an optical microscope and a scanning electron microscope (SEM). The petrographic study was explicitly directed toward observing the flow paths and pore structure deduced from the core analysis data.Petrographic observations revealed that the pore geometry of tight sandstone falls into three general categories: grain-supported primary pores, secondary solution pores connected by narrow intergranular slots (the most common pore structure in the Mesaverde), and matrix-supported grains. Reservoir properties measured from core analysis correlated fairly well with the observed pore geometry and showed trends associated with various depositional environments in the formation.

Introduction Detailed analyses of more than 50 core samples of western tight sands have resulted in several unanticipated observations that are set forth in this paper. Core analyses performed under stress paper. Core analyses performed under stress representative of producing conditions provided data on porosity, pore volume compressibility, stress dependence of permeability to gas, and slope of the Klinkenberg plot (permeability at constant net stress vs. the inverse of pore pressure). Scanning electron microscope (SEM) and petrographic microscope analyses were performed on samples cut from the ends of core plugs tested. The microscopic studies were explicitly plugs tested. The microscopic studies were explicitly directed toward observing the <0.1 micron flow path openings deduced from permeability data. The Computer Operated Rock Analysis Laboratory(C.O.R.A.L.) used for,) these measurements has been previously described. Permeabilities are measured previously described. Permeabilities are measured with a maximum pressure drop of 20 psi, much less than the pore pressure of 100 to 1500 psia. At the one microdarcy level, the standard deviation of a sequence of permeability measurements under constant conditions is typically 2% of the measured value. Resolution is a few nanodarcies. The accuracy of porosity measurement is about +/− 2% of the reported value, but the sensitivity to pore volume change due to an incremental step in confining pressure is better than 0.1% of the pore volume. Thus, pore volume compressibility is measured to an accuracy of a few percent for a 1000 psi step in confining pressure. percent for a 1000 psi step in confining pressure. The selection of tight sandstone samples for analysis involved an intentional bias. Namely, all samples were from depths that were either known to be gas producers or judged likely to be producers on thebasis of wireline log analysis. CLAY CONTENT OF GAS-BEARING TIGHT SANDS One of the sponsors of the work reported herein requested that studies be performed on western tight sand containing a broad spectrum of types and amounts of clays. To our surprise, the search for such samples a quite narrow range for both types of clays in the gas productive tight sandshis is illustrated by the data on five samples shown in Table 1. Although dry Klinkenberg permeabilities, under net stress representative of permeabilities, under net stress representative of producing conditions, varied by two orders of producing conditions, varied by two orders of magnitude, total clay content (<2 micron particles) of the samples was in the relatively narrow range of 3.8to 9.1 weight percent. The water-sensitive fraction of clays was found to be less than 50% of the total clay present and to lie in the range of I to 4 weight percent of the sample. percent of the sample. Neither the total quantity of clay nor the percentage of water-sensitive clay was found to percentage of water-sensitive clay was found to correlate with the porosity or permeability of the sample under pressures representative of producing conditions. however, the amounts of water-sensitive clay in the rocks were high enough for laboratory drying conditions to have a significant effect on the measured values of porosity and permeability. Porosities and permeabilities for the samples in Table 1 were first measured after drying to constant weight at 60 deg. C at 45 deg. relative humidity as suggested by Bush and Jenkins). The measurements were then repeated after drying at the same temperature without humidity control. The percentage increases in porosity and permeability are shown in Table 2. The porosity and permeability are shown in Table 2. The increase in measured pore volume was examined in the context of the general rule of thumb by Bush and Jenkins 2 that "100 mg of water per gram of clay. equals one molecular layer of adsorbed water onmontmorillonite (smectite)." Assuming a density of 1.00 for relating this water to pore volume suggests that lack of humidity control resulted in driving about one layer of water of hydration off the expandable clay in each sample (see Table 2). FLOW PATH DIMENSIONS Klinkenberg permeability data, taken with net pressure on the core plug representative of the pressure on the core plug representative of the midpoint of reservoir drawdown, has been analyzed to deduce the size of flow paths. The analysis starts with the assumption that mass flow through a slot or narrow crack of uniform width can be described by the sum of Poiseuille's equation for laminar flow, with"no slip" at the walls, plus an empirical constant times Knudsen's equation for flow with a mean freepath larger than the opening. For a single slot of path larger than the opening. For a single slot of unit height this yields: P. 57

No abstract

As received water saturation was measured and several dry core analyses were performed on 32 Mesa Verde sandstone core samples from depths between 1496 m (4910 ft) and 2475 m (8118 ft) in Garfield County, Colorado. Eight of the higher permeability samples were then selected for determination of the effect of fractional water saturation upon permeability.

Several assessments of geopressured aquifers have been performed during the past several years. This paper reexamines an earlier SPE publication I in light of data available from recent research and geopressured aquifer well tests. What has been learned about geopressured aquifers in terms of reservoir parameters is incorporated to narrow the ranges of uncertainty in conducting parametric studies to predict production of natural gas. Economic sensitivity of the reservoir parameters is studied in terms of a reassessment of the capital investment and operating costs in constant (1980) dollars required for a complete geopressured aquifer production system. Test data from the U.S. DOE geopressured/geothermal well, Pleasant Bayou Well 2, are used in the analysis.