4. FLUID SATURATION AND CAPILLARY PRESSURE 4.1 Fluid Saturations

Size: px
Start display at page:

Download "4. FLUID SATURATION AND CAPILLARY PRESSURE 4.1 Fluid Saturations"

Transcription

1 4. FLUID SATURATION AND CAILLARY RESSURE 4.1 Fluid Saturations We have seen that the viability of a reservoir depends upon three ritial parameters. The first two of these are the porosity of the reservoir rok, whih defines the total volume available for hydroarbon saturation, and the permeability, whih defines how easy it is to extrat any hydroarbons that are present. The final ritial parameter is the hydroarbon saturation, or how muh of the porosity is oupied by hydroarbons. This, and the related gas and water saturations are ontrolled by apillary pressure. The pore spae in a rok is oupied by fluids. In hydroarbon reservoirs these fluids are hydroarbon gasses, oil and an aqueous brine. We define the pore fration of eah of these as S g, S o and S w, respetively. Hene, S g + S o + S w = 1. The amount of eah of these fluids present at a given level in the reservoir depends upon gravity (buoyany) fores, whih tend to stratify the reservoir fluids aording to their density, external hydrodynami fores suh as flow from a remote aquifer, and interfaial fores that at between the various reservoir fluids and between the fluids and the rok matrix. The interfaial fores either take the form of (i) fores on the interfae between two fluids, or (ii) between the fluid and the solid matrix of the rok. Both effets rely upon differenes in the relative strength of inter-moleular fores between gasses, liquids and solids. Liquid-gas or liquid-vapour fores result from the differenes in moleular attration of eah of the gas and liquid moleules for moleules of the same fluid ompared to the moleular attration for moleules of the other fluid. The liquid-liquid fores result from the differenes in moleular attration of eah of the liquid moleules for moleules of the same liquid ompared to the moleular attration for moleules of the other liquid. The fluid-solid fores result from the preferene for fluid moleules to be attrated to the solid mineral surfae rather than to moleules of the same fluid. The interfaial fores give rise to what is known as a apillary pressure. Capillary pressure is the differene in fluid pressure aross an interfae between two fluids in a onfined volume. In the disussion of apillary pressure, we will first examine surfae energy and wettability, and then go on to derive a general expression for apillary pressure. 4.2 Fluid-Fluid Interations (Surfae Tension) The fundamental property of that state of matter that we all a fluid is that its moleules are free to move. In gasses the freedom is great, but in liquids the freedom is onstrained by relatively strong ohesive (attrative) fores that operate between the moleules. Imagine a drop of liquid suspended in a gas. In the interior of the liquid drop, a moleule is ompletely surrounded by other liquid moleules. On average it is equally attrated to the moleules surrounding it in every diretion. By ontrast, a moleule that oupies the surfae of the drop is strongly affeted by the attrative fores of Dr. aul Glover age 32

2 its fellow moleules inside the drop, but only weakly attrated to moleules outside the drop. This is beause there are muh fewer moleules in the vapour phase that surrounds the drop. Hene, the moleules on the surfae of the drop experiene net inward attration. Figure 4.1 illustrates this shematially. This attration ensures that the drop attains the shape with least surfae area in any given environment. For example, in zero gravity, the drop will float and will be perfetly spherial; the sphere being the geometry with the least surfae area per volume. Figure 4.1 Shemati illustration of surfae energy. To summarize; in the drop there are attrative fores between the moleules. The moleules inside the drop are surrounded by balaned attrative fores. The moleules at the surfae experiene a net inward fore, whih results in the drop ontrating to the smallest surfae area. The fluid pressure inside the drop is higher than that outside it, therefore the drop behaves as though it was ontained in a skin. If we have a drop of liquid suspended in a gas, and we want to inrease the surfae area of the drop, we must do work to move moleules from the interior of the drop to the surfae. This is equivalent to saying that the surfae possess free surfae energy. Dr. aul Glover age 33

3 F F F F 2 πr R δr F F F F Figure 4.2 Calulation of surfae energy and surfae tension. Take the surfae of any liquid droplet, and imagine that a irle is drawn on this surfae with radius R. The area of the irle is πr 2 (Fig. 4.2). To inrease the surfae area of this drop by one unit of surfae area, work must be done to move moleules from the interior of the drop to its new surfae. The surfae energy σ is equivalent to the work done W per unit surfae area inrease δa, i.e., σ = W/δA. But the work done W is the fore operating to make the hange F multiplied by the distane the fore moves, so in the ase of an imaginary irle on the surfae of the liquid drop whih inreases its diameter from R to R + δr, we an see that W = FδR and hene, σ = FδR /δa. When the droplet expands the surfae area of the droplet and the area of the irle also expand. If the hange in the radius of the irle is δr, the expanded irle has area π(r+δr) 2, and the hange in area has been δa = 2πRδR (Fig. 4.2). Hene, σ = FδR/ 2πRδR = F/ 2πR = F/L p, where L p is the perimeter of the original irle. Hene we an see that surfae energy σ has the dimensions of [fore]/[length], and is therefore a form of tension. Hene, the surfae energy of a fluid interfae is also alled the surfae tension of the fluid interfae. Note therefore, that the surfae tension is the fore operating perpendiular to a line on a fluid interfae divided by the length of that line. In our ase the fore was uniform around the irle, and the length of the irle (perimeter) was 2πR. We an write: σ = F L (4.1) where: σ = the surfae tension ( surfae energy) in dynes/m or N/m F = the fore operating on the surfae (dynes or N) L = the length of the line that the fore operates on perpendiularly (m or m). Dr. aul Glover age 34

4 The surfae tension of a fluid-fluid interfae is ommonly measured by using a loop of wire. If loop of wire is plaed upon a fluid-fluid interfae, it will be held in plae by surfae tension. Figure 4.3 shows the general arrangement. In this ase we will be assuming that the lower fluid has the greater fores of attration between its moleules. If we apply a small upward fore to the loop it tries to leave the surfae, but the surfae tension hold the loop down (Fig. 4.3). There are two fluid interfaes that ontribute to this, the outer irle and the inner irle. Both need to be overome to remove the loop from the interfae. The fore required (from Eq. (4.1)) is F = F inner + F outer = 2πσR inner + 2πσR outer = 4πσR mean. Hene; σ = 4 π F R mean (4.2) where, F = the fore required to lift the loop from the surfae interfae (dynes or N) σ = the surfae tension (dynes/m or N/m) = the mean radius of the loop (m or m). R mean F 2R inner 2R mean 2R outer Figure 4.3 Calulation of surfae energy and surfae tension. Table 4.1 shows the surfae tensions of some ommon fluid-fluid interfaes. Table 4.1 Surfae tensions of some ommon fluid interfaes. Interfae (N/m) Surfae 20 o C (dynes/m) Water-Air Benzene-Air Cylohexane-Air n-hexane-air n-otane-air Water-Oil Approx Approx Merury-Air Units: 1 N/m = 1000 dynes/m Dr. aul Glover age 35

5 Note that the liquid drop annot exist in isolation. The arguments put forward so far have onsidered a single fluid in a gas. In pratie both the fluid in the droplet and the fluid in whih the droplet exists ontribute to the interfaial effets. It is the relative attrations of the moleules of eah fluid for themselves and eah other that are important. In the ase of a liquid drop in a gas, the effet of the gas an usually be ignored. This is beause the ohesion fores operating between the moleules in the fluid are muh greater than those in the gas beause the fluid has a muh higher density (number of moleules per unit volume). The interfaial tension of an interfae is a fundamental property of that interfae. If a liquid has an interfae with a gas, then some moleules of the liquid will be found in a vapour phase in the gas above the interfae. These moleules redue the surfae tension. As temperature inreases the onentration of the vapour phase inreases, and the surfae tension dereases. At the ritial point there are as many moleules in the gas phase as in the liquid phase, the interfae effetively disappears, and the surfae tension beomes zero. 4.3 Fluid-Solid Interations (Wettability) We have seen that a fluid has a preferential attration to itself, and the relative strengths of suh ohesive fores result in surfae tension that develops on a fluid-fluid interfae. However, the moleules of a fluid may also have a preferential attration to solid interfaes. If two fluids oupy a solid surfae, the fluid whose moleules display the greatest attration for the atoms that ompose the solid will be the fluid that oupies most of the surfae, displaing the other fluid. The wettability of a surfae is the type of fluid whih is preferentially attrated to that surfae. Figure 4.4a shows the general ase of a single solid immersed in two immisible fluids at an unstable initial state. Now, imagine that the moleules of Fluid A are attrated to the solid moleules more than those from Fluid B are. Fluid A will then displae Fluid B on the surfae. However, the moleules of Fluid A and Fluid B are ontemporaneously also experiening attrations from their fellow moleules and, to a smaller extent, the moleules of the other fluid. Consequently, Fluid A annot displae all of Fluid B from the surfae unless the attration between the moleules on the surfae of the solid and those in Fluid A is very great. In the general ase a stable state will be enountered where Fluid A oupies the majority of the surfae. At this equilibrium state, the ontat angle θ haraterizes the balane between the various ohesive fores (Fig. 4.4b). (a) (b) Fluid B Fluid A Fluid B Contat Angle Fluid A Solid Solid Figure 4.4 Surfae wettability. Dr. aul Glover age 36

6 Clearly, the ontat angle an be used as a measure of wettability. Figure 4.5 and Table 4.2 show three possible senarios. Fluid B (gas) Fluid A (Water) Solid (glass) Fluid B (gas) Fluid A Solid (glass) Fluid B (gas) Fluid A (Merury) Solid (glass) Figure 4.5 Contat angles for different wettabilities. Table 4.2 Contat angles for different wettabilities. Contat Angle Desription relative to Fluid A, θ (degrees) 0 Extremely Fluid A wet 0-30 Signifiantly A wet Moderately Fluid A wet Weakly Fluid A wet 90 Neutrally wet Weakly Fluid B wet Moderately Fluid B wet Signifiantly B wet 180 Extremely Fluid B wet Dr. aul Glover age 37

7 4.4 Capillary ressure Derivation of the Capillary ressure Equation Take a spherial droplet of fluid, of radius R. Its surfae area is 4πR 2. If the sphere is inreased in size by inreasing its radius from R to R+δR, the inrease in surfae area δa is 4π(R 2 +rδr+δr 2 )-4πR 2, whih as δr 2 0 is δa=8πrδr. To inrease the radius of the sphere from R to R+δR requires work to be done moving moleules from the inside of the droplet to the surfae. As work done W is the produt of the surfae tension σ, and the hange in surfae area δa, we an say W = σ δa = 8π σ RδR. But the work done is also the fore operating to ause the hange multiplied by the distane the fore moves. By definition any pressure is equal to the fore F operating per unit area A, perpendiular to that area. Hene, F = A. The fore operating on the spherial surfae of the droplet is therefore equal to the nett pressure ( in out ) multiplied by the area of the spherial droplet 4πR 2, i.e., F = 4πR 2 ( in out ). Sine in > out, the net pressure ( in out ) is positive, and the net pressure and resulting fore is outward. The distane the fore moves is also outward, and its value is learly δr. Hene, the work done is W = F δr = 4πR 2 ( in out ) δr. Equating these relationships to eliminate W, gives ( in out ) = 2 σ R. (4.3) Note that the derivation equates the work done. This type of derivation does not rely on the interfae of the spherial droplet being stati, as it is based upon the onservation of work (energy). It is also independent of diretion beause work is a salar quantity. The apillary pressure is defined as the differene between the pressures in eah of the two fluids forming an interfae. Hene Eq. (4.3) is an equation for apillary pressure. The apillary pressure is proportional to the surfae tension. Note that the greater of the two pressures is developed in the fluid whih ontains the entre of urvature of the urved fluid interfae. The geometry of pore systems in roks is omplex, but an be approximated by a bundle of apillary tubes. If the pore throat is represented by a apillary tube suh as that shown in Fig. 4.6, we an note that the radius of the apillary tube R tube an be expressed in terms of the radius of urvature of the surfae of the fluid-fluid interfae R by R tube = R osθ, where θ is the ontat angle defined in the previous setion. Hene, we an write the equation θ ap 2 σ osθ = ( in out ) = R tube (4.4) Figure 4.6 Capillary pressure in a tube (pore throat). Dr. aul Glover age 38

8 Note that the pressure is proportional to the surfae tension and osθ, but inversely proportional to the radius of the tube. Hene, as the radius of the tube inreases, the apillary pressure dereases. The differene in pressure (the apillary pressure) auses the interfae to rise up the apillary tube until the weight of the suspended olumn of fluid balanes the apillary fore that is assoiated with the apillary pressure. Hene Eq. (4.4) an be used to desribe the rise of fluids in a apillary tube Capillary Fore The apillary fore ating on the periphery of the menisus is, aording to Eq. (4.1) F=σ L=2πσR tube. A proportion of this fore ats up the apillary tube F up = F osθ = 2πσR tube osθ. At equilibrium (i.e., the menisus is stati), the upward apillary fore is balaned by an equal and opposite fore due to the weight of the suspended olumn of fluids. The weight of the suspended olumn of fluids is π R 2 tube h g (ρ liquid -ρ vapour ), where h is the height of the fluid olumn, g is the aeleration due to gravity, and ρ liquid and ρ vapour are the densities of the liquid phase below the menisus and the vapour phase above the menisus, respetively. Hene, we an write 2πσR tube osθ = π R 2 tube h g (ρ liquid -ρ vapour ), and by rearrangement h = R tube g 2σ osθ = ( ρ ρ ) g ( ρ ρ ) liquid vapour liquid ap vapour (4.5) Hene, the height to whih the fluid rises depends inversely upon the tube radius (pore throat radius); the larger the tube (pore throats) the less the fluid rises. The apillary pressure in a simple system of glass tubes of different radii an be alulated from Eq. (4.5) by measuring the height of the apillary rise, while knowing g, and the densities of the liquid and the vapour. In pratie the density of the vapour is small at surfae onditions and an be ignored. It annot, however, be ignored at down-hole onditions, where its density may approah the density of the fluid Reservoir Senarios There are two senarios that are of partiular importane in a hydroarbon reservoir. These are the gas/water and oil/water systems. In these senarios, it should be noted that the free water level is defined as the level at whih ap = 0, i.e., the pressure in the two fluids forming the interfae is the same. Gas/Water System. A model of the apillary pressure in a gas/water system is shown in Fig The free water level is the height of the interfae when the radius of the apillary tube tends to infinity (i.e., the apillary pressure is zero and h=0). In Fig. 4.7, this is approximated by a wide bath of fluid. The interfae at the free water level may exist at any given absolute pressure FWL. Capillary fores exist inside the restrited apillary tubing that result in the rise of the water to a height h above the free water level. Dr. aul Glover age 39

9 The pressure in the gas phase above the menisus in the apillary tube is gas, where gas = FWL ρ gas g h. The pressure in the water phase below the menisus in the apillary tube is water, where water = FWL ρ water g h. Hene the apillary pressure is ap = gas water = (ρ water - ρ gas ) g h, whih is onsistent with Eq. (4.5). Using Eq. (4.4), the height to whih the water rises an be obtained by rearranging this equation to give h = g ap = ( ρ ρ ) R g ( ρ ρ ) water gas 2 σ osθ water gas (4.6) gas water θ h Gas FWL Water Figure 4.7 Capillary pressure in a gas/water system. Oil/Water System. A model of the apillary pressure in a oil/water system is shown in Fig The free water level is the height of the interfae when the radius of the apillary tube tends to infinity (i.e., the apillary pressure is zero and h=0) as before. This interfae exists at a given absolute pressure FWL. Capillary fores exist inside the restrited apillary tubing that result in the rise of the water to a height h above the free water level. Dr. aul Glover age 40

10 The pressure in the oil phase above the menisus in the apillary tube is oil, where oil = FWL ρ oil g h. The pressure in the water phase below the menisus in the apillary tube is water, where water = FWL ρ water g h. Hene the apillary pressure is ap = oil water = (ρ water - ρ oil ) g h, similarly to the last ase. Using Eq. (4.4), the height to whih the water rises an be obtained by rearranging this equation to give h = g ap ( ρ ρ ) R g ( ρ ρ ) water oil = 2 σ osθ water oil (4.7) oil water θ h Oil FWL Water Figure 4.8 Capillary pressure in a oil/water system. Knowledge of arameters. The apillary pressure depends most ritially upon the interfaial tension and the wetting angle. These parameters hange with pressure and temperature for any given fluid/fluid/solid system. Measurements an be made aurately in the laboratory in simplified systems Dr. aul Glover age 41

11 suh as the apillary tube, but are very diffiult to arry out in the rok itself. The result is that we use a range of values whih are generally onsidered to be standard, but should not be onsidered to be aurate. These are given in Table 4.3. Table 4.3 Standard interfaial tension and wetting angle values for ommon mixtures of reservoir fluids and solids. System Wetting Angle, q (degrees) os q Interfaial Tension at 20 o C, s (dynes/m [N/m]) Water/Gas/Mineral [0.072] Water/Oil/Mineral [0.035] Air/Merury/Mineral [0.368] The merury/air. solid system is inluded beause it is used in merury porisimetry for obtaining porosity, apillary pressure, and pore size distributions. This tehnique will be desribed later. 4.5 Impliations of Capillary ressure in Reservoirs So far we have restrited ourselves to a simple single apillary tube. Real roks ontain an array of pores of different sizes onneted together by pore throats of differing size. Eah pore or pore throat size an be onsidered heuristially to be a portion of a apillary tube. Real roks may be ompletely water-wet, and indeed are ommonly so. They may, however be oil-wet or neutrally wet or have a mixed wettability, where some mineral grain surfaes are water-wet and some are oil-wet. For the purposes of this disussion we will onsider only water-wet roks Capillary Rise and Reservoir Fluid ressures Assume that the pores of the rok are water-wet and an be represented by apillaries of five sizes: very small, small, medium, large and very large. The apillary rises in eah of these pores will be as shown in Fig The apillary pressure at eah of these menisi is the differene between the pressure in Fluid A above the menisi (say gas) and the pressure in Fluid B below the menisi (say water), as defined earlier (Eq. 4.3). Fluid A Fluid A ressure Line Capillary ressures h Fluid B Fluid B ressure Line FWL ressure Figure 4.9 Capillary rise and apillary pressures. Dr. aul Glover age 42

12 The apillary pressures are shown in the graph in Fig We an see that Fluid A (gas) has inreasing pressure with depth due to the olumn of Fluid A above it, and this is desribed by the line labeled Fluid A ressure Line, whih has a gradient ρ FluidA g h. Fluid B (water) has inreasing pressure with depth due to the olumn of Fluid B above it, and this is desribed by the line labeled Fluid B ressure Line, whih has a gradient ρ FluidB g h. Fluid A sits above Fluid B beause it is less dense. Its lower density results in it having a steeper gradient. Where the two line interset, the pressures in both fluids are the same and the apillary pressure is therefore zero. This is the free water level Displaement ressure If we have a apillary tube or a rok that ontains 100% saturation of a non-wetting fluid (e.g. gas) and we introdue a wetting fluid (e.g. water) to one end, the apillary pressure will draw the wetting fluid into the tube or the pores of the rok spontaneously. If the pathway is down or horizontal this proess an ontinue as long as there is more tube or rok for the wetting fluid to fill. If the pathway is upward or vertial, the proess will ontinue until the apillary fore pulling the fluid into the tube or rok pores is balaned by the gravitational fore ating on the suspended olumn of fluid (Fig. 4.10). Tube Rok Gas Gas Water Water Spontaneous Imbibition of Water (Wetting Fluid) Figure 4.10 Capillary pressure spontaneously drawing up a wetting fluid.. Tube Rok Water Water Oil Oil Displaement ressure Fored Imbibition of Oil (Non- Wetting Fluid) Displaement ressure Figure 4.11 A fore is needed to overome the apillary pressure to displae a wetting fluid with a non-wetting fluid. Dr. aul Glover age 43

13 If we have a apillary tube or a rok that ontains 100% saturation of a wetting fluid (e.g. water) and we introdue a non-wetting fluid (e.g. oil) to one end, the non-wetting fluid will not be spontaneously drawn up into the tube or the pores of the rok. This is beause the wetting fluid is held inside the tube or the rok by the apillary fore. To introdue the non-wetting fluid into the tube or the rok, we must apply an external fore to overome the apillary fore holding the wetting-fluid in plae (Fig. 4.11). This is alled the displaement fore or displaement pressure, and is equal in magnitude, but opposite in sign (diretion) to the apillary fore and apillary pressure respetively. IMORTANT: In oil reservoirs, the reservoir rok initially ontains water and is water-wet. Oil migrates into the reservoir rok displaing the water. A displaement fore is required to overome the apillary fores in the water saturated water-wet reservoir rok. This fore is supplied by gravity operating upon the differential buoyany of the two fluids that results from their different densities. There is a level at whih oil annot replae water further beause the driving fore is insuffiient to overome the apillary fore. This does not our at the free water level, but at some height above the free water level defined by the displaement pressure. Thus, in reservoirs, the oil/water ontat (OWC) is above the free water level (FWL). Hene, if we have a number of apillary tubes of different radii arranged horizontally and ontaining a wetting fluid (e.g., water) (Fig. 4.12), and we wish to fore a non-wetting fluid into the tubes (e.g., oil), a lower displaement pressure will be required to replae the water in the larger tubes than to replae the water in the thinner tubes. One an use the analogy with roks, but remember that the pore spae in roks is omposed of pores of different sizes onneted by pore throats of varying size that are smaller than the pores. Hene the displaement fore or pressure required to fore a non-wetting fluid into a rok saturated with a wetting fluid will be ontrolled by the size of the pore openings. Oil Water Oil Oil Water Oil In Figure 4.12 Displaement pressure. An Example. Assume that a rok is omposed of five sizes of pore in equal number, and for the sake of simpliity, these pores are onneted by pore throats of the same size as the pores. The rok is ompletely saturated with a wetting fluid. Table 4.4 shows the size, number and volume of pores together with their respetive displaement pressures. Dr. aul Glover age 44

14 Table 4.4 ore size and displaement pressure example. ore Radius [mm] Individual ore Volume [mm 3 ] ore Number [-] Volume of ores [mm 3 ] Contribution to Total ore Volume [%] Displaement ressure [a 10 3 ] The data given in Table 4.4 an be plotted as a displaement versus pressure plot (Fig. 4.13). In this rok the pressure required to begin to displae water by oil is the initial displaement pressure (2800 a in this ase). The level in the reservoir at whih this is the ase is alled the 100% water level whih should be the same as the OWC, and is above the FWL by a height related to the size of the displaement pressure and ontrolled by the largest pore openings in the rok. If the rok was omposed of 100% of pores of 25 miron size, this would be the level above whih there would be 100% oil saturation and below whih there would be 100% water saturation. However, the rok also ontains smaller pores, with higher displaement pressures. Thus there will be a partial water saturation above the 100% water level oupying the smaller pores, and this water saturation will redue and beome onfined to smaller and smaller sized pores as one progresses to higher levels above the 100% water level. Water will only be displaed from a given pore size if there is a suffiiently large fore to overome the apillary fore for that size of pore. Commonly, the fore driving the oil into the reservoir rok (due to differential buoyany) is insuffiient to overome the apillary fores assoiated with the smallest pores. Hene, the smallest pores in an oil zone remain saturated with water, and there is an irreduible water saturation (S wi ) in the reservoir. Displaement ressure (a x 10^3) % 0.82% 3.3% 13.2% 82.5% Water Saturation (%) Figure 4.13 Displaement/pressure urves. Initial Displaement ressure Dr. aul Glover age 45

15 Note that one oil is in plae, the operation of temperature and pressure may geohemially alter the properties of the mineral surfaes suh that they beome oil-wet. This ours only in the presene of oil, so it an be imagined that a mature reservoir may have a mixed wettability, with water-wet small pores ontaining water and oil-wet larger pores ontaining oil. This has impliations when we want to move oil and water through the rok during prodution. Depth FWL Water Gradient RFT Data Oil Gradient Fluid ressure (psi) Capillary ressure (Displaement ressure) gives height above FWL for a given water saturation, h= / ρ g Capillary ressure ( a x 10^ 3) Capillary ressure Data Water Saturation Water Saturation (%) Water Saturation versus Height Height in Reservoir (m) Initial Displaement ressure Height of the FWL 2300 FWL Water Saturation (%) 100% Water Level Figure 4.14 Calulation of water saturation in a reservoir. The urve shown in Fig is ontinuous for a reservoir rok beause the rok ontains a ontinuous pore size distribution. This urve is alled the apillary pressure urve. The apillary pressure urve desribes the pressure required to displae from the rok a wetting fluid at initially 100% saturation to a given saturation. The apillary pressure is related to the height above the FWL by the relationship Dr. aul Glover age 46

16 = ρ g h (4.8) So, if the apillary pressure urve is known, and the FWL is known, we an alulate the water saturation at any point in the reservoir as in Fig If this water saturation agrees with the water saturations obtained from wireline tools and ore in a given well, the wireline water saturation data an be used with onfidene as a preditor of water saturation in the unored setions of other wells in the same field. 4.6 The Measurement of Capillary ressure Curves for Roks There are many ways of measuring apillary pressure urves in roks. The most ommon are desribed below. A detailed desription of these will be given in ourses given later in the MS ourse orous late The sample is saturated ompletely with a wetting fluid (usually water), and its effetive porosity is measured. It is then plaed on a porous plate in a pressure vessel. Gas or oil is introdued into the vessel around the sample at a low pressure (Fig. 4.15). The porous plate is onstruted so that it will only let through water. The pressurized oil or gas displaes some of the water from the sample (throughout the whole sample) and the displaed water passes through the porous plate, whereupon it is olleted and its volume is measured. The vessel is left at the set pressure until no more water evolves, whih may take several days. The pressure of the gas or oil is then inreased, and more water evolves and is measured. The proedure is repeated usually about 7 times at inreasing pressures (e.g., 1, 2, 4, 8, 16, 32, 64 psi). A apillary urve an then be onstruted with pressure versus the water saturation in the sample (Fig. 4.16). Capillary Gas ressure Core lug 1 of 10 per Apparatus Brine Outlet orous late Filter aper and Filter Aid Low ressure Vessel Figure 4.15 orous plate apillary pressure measurement. Dr. aul Glover age 47

17 32 Ca pilla ry re s s ure (ps i) Water Saturation (%) Figure 4.16 Capillary press urve from porous plate measurements. The maximum pressure is limited by the pressure at whih the porous plate begins to let the gas or oil pass through with the water. There is also a range of speialized dynami and semi-dynami versions of the porous plate tehnique that an be used on onfined ores together with diret measurement of sample fluid saturations using X-Ray, CT and gamma radiometri imaging tehniques. Advantages: Disadvantages: Can use atual reservoir fluids for the measurements. Aurate. Slow. Only provides a few data points on the apillary pressure urve. Dr. aul Glover age 48

18 4.6.2 Centrifuge The sample is saturated ompletely with a wetting fluid (usually water), and its effetive porosity is measured. It is plaed in a entrifuge and rotated at progressively higher speeds. The speed of rotation generates a entripetal fore that displaes the wetting fluid from the sample replaing it with air or oil (if an oil reservoir is attahed to the inside of the rotating sample). The volume of the evolved fluid is measured by olleting it in a graduated vial attahed to the outside of the spinning arrangement, and read using a strobosope. At slow rotation speeds, the fore is only suffiient to displae water from the largest pores. At higher speeds the fore is able to displae water from smaller and smaller pores in the sample. The pressures on the fluids an be alulated from an equation based upon the rotary motion of the entrifuge. This is plotted against the water saturation in the sample alulated from the measured volume of evolved fluids for eah spin speed (Fig. 4.17). 40 Ca pilla ry re s s ure (ps i) Water Saturation (%) Figure 4.17 Capillary pressure urve from entrifuge measurements. Advantages: Disadvantages: Fast. Commonly only used with air as the displaing fluid. Only provides a few data points on the apillary pressure urve. As pressure is a funtion of distane from the spin entre, the fluid saturation aross the sample varies, and the measured values are taken as the mean value. Dr. aul Glover age 49

19 4.6.2 Merury orosimetry A dry sample of any shape, but of known weight, is plaed in a hamber whih is filled with merury. The merury is a non-wetting fluid and does not spontaneously enter the pores of the rok. This the bulk volume of the rok an be measured. The pressure on the merury is inreased in a step-wise fashion. At eah step, the merury enters smaller and smaller pores overoming the apillary pressure operating against the non-wetting fluid (Fig. 4.18). At eah stage the amount of merury intruded is measured. A graph an be onstruted of merury pressure at eah step against volume of merury intruded. This is the apillary pressure urve. This data an also be inverted to provide the pore size and grain size distributions of the rok, and the raw data also provides a rough estimate of the onneted porosity of the rok. ressure Oil In ressure Vessel Valve Closed Valve Closed Valve Opened Glass Holder Drop in Hg Level Drop in Hg Level ressure Oil Sample Dried Sample is Evauated Merury is added until mark while the system remains evauated. The amount of merury needed provides a measurement of bulk volume Atmospheri pressure is applied to the system allowing merury to enter the larger pores. Drop in Hg level gives volume of maropores. ressure is raised to 200 Ma allowing Hg to enter progressively smaller pores. The drop in the Hg level gives the volume of the pores saturated with Hg at eah pressure level. Figure 4.18 Merury porisimetry. Advantages: Disadvantages: Fast. rovides porosity of sample. rovides pore size distribution. rovides grain size distribution. Can be used on small, irregular samples, suh as uttings. Gives many data points for intrusion. Cannot be used with reservoir fluids. Data must be orreted to give reservoir values. Can only be used in imbibition yle. Dr. aul Glover age 50

20 4.7 Capillary ressure Data Corretion We require the apillary pressure urve for the reservoir fluids and the reservoir rok. Measurements, however, are generally made with other fluids. We must, therefore have a method for orreting the data to give the apillary pressure for the reservoir fluids. The orretions are simple and take aount of the different interfaial tensions and wetting angles for different fluid ombinations at 20 o C only. The measured apillary pressure for a merury/air/sample system (Hg/air/rok) is 2σ osθ (Hg/air/rok) = = R R (4.9) The required apillary pressure for a oil/water/sample system (oil/water/rok) is 2σ osθ (oil/water/rok) = = R R (4.10) In both ases the values for interfaial tension and wetting angle ome from Table 4.3. Sine the value of R is the same whatever the fluids are, we an equate and rearrange Eqs. (4.9) and (4.10) to give (Hg/air/rok) (oil/water/rok) 368 = = 10.5 ; 35 and (oil/water/rok) (Hg/air/rok) = = (4.11) Similarly, (Hg/air/rok) (gas/water/rok) 368 = = 5.1; 72 and (gas/water/rok) (Hg/air/rok) = = (4.12) and, (oil/water/rok) (gas/water/rok) = = ; and (gas/water/rok) (oil/water/rok) = 72 = (4.13) Hene, to onvert (Hg/air/rok) to (oil/water/rok) we should divide by 368 and multiply by 35 (i.e, multiply by ). Table 4.5 summarizes the onversions. Table 4.5 Capillary pressure onversions. From To Multiply by Merury/Air/Rok Oil/Water/Rok Merury/Air/Rok Gas/Water/Rok Oil/Water/Rok Merury/Air/Rok 10.5 Oil/Water/Rok Gas/Water/Rok Gas/Water/Rok Merury/Air/Rok 5.1 Gas/Water/Rok Oil/Water/Rok Note: This is only valid for 20 o C Dr. aul Glover age 51

21 These onversions are valid for the values of interfaial tension and wetting angle measured at 20 o C and given in Table 4.3. However, these parameters hange with pressure and temperature, and are therefore different in the sub-surfae. Values of interfaial tension and wetting angle are very diffiult to obtain for sub-surfae onditions, and one might ommonly have to make do with those at 20 o C. However, sub-surfae values should always be used when available as the interfaial angle is partiularly sensitive to hanges in temperature, with values as low as 10 dynes/m for oil/water systems, and as low as 25 dynes/m for gas water systems. Many of the values in Table 4.5 are given to 4 signifiant figures auray. However, it is ommon for only two signifiant figures to be used (i.e., 10 for 10.5 and 5 for 5.1). This is often justified on the grounds that our knowledge of the values of interfaial tension and wetting angle is not aurate. The lak of aurate data introdues errors in any final alulations. However, noting that these inauraies our is no exuse for introduing further voluntary inauraies by making suh assumptions as using 10 instead of The error introdued by this assumption an result in errors of millions of dollars on the bottom line. Now we an onvert merury derived apillary pressure data to the apillary pressure for the reservoir fluids, we an write Eq. (4.8) in terms of the merury apillary pressure. ( Hg / air / rok) = 10.5 ( oil / water / rok) = ρ g h (4.14) and ( Hg / air / rok) = 5.1 ( oil / water / rok) = 5. 1 ρ g h (4.15) These equations are very useful, beause they allow the height in the reservoir for a given saturation to be alulated from apillary urves measured by merury porisimetry, whih is the most ommon apillary pressure tehnique pratied in the industry. 4.8 Fluid Distributions in Reservoirs Capillary pressure urves an tell us muh about the variation of saturations aross a reservoir. The following example is taken from the personal notes of Theo. Grupping, and is a partiularly good example. In deltai-type deposition sands may be laid down in fan-like bodies. The urrent that is responsible for the deposition is fast in the proximal region and beomes progressively slower as one progresses distally or laterally. Hene, in the proximal region the grain size of the resulting roks is large (only large grains have time to fall from the fast urrent). Distally and laterally the grain size of the resulting roks beomes finer as smaller sand partiles have time to fall out of the slower urrent. Eventually, at the extreme edges of the fan, the urrent is so slow that very fine lay partiles are also deposited, beoming interspersed with the fine sand grains. The proximal large grained lean sands have large pores and large pore throats. Therefore, they have small initial displaement pressures, and their water an easily be displaed by migrating oil. The distal fine grained lean sands have small pores and onsequently small pore throats. They have higher initial displaement pressures, and their water annot be displaed by migrating oil as easily as for the oarser grained roks. Dr. aul Glover age 52

22 The distal fine grained shaly sands (ontaining interspersed lay) have the smallest pores and onsequently the smallest pore throats, and these pores and pore throats are bloked by the lay partiles. They have very high initial displaement pressures; the great majority of their water is immobile and annot be displaed by migrating oil. Figure 4.19 shows the results of 5 wells drilled progressively more distally in the same sub-marine fan. Well Loation Well A Well D Well B Well C Well E roximal Sediment Supply Distal Well Sample Data Capillary ressure Curves Shaliness C apillar y r essur e H eight A bove FWL 50% Water Level 100% Water Level Water Saturation (%) Shaliness Figure 4.19 Capillary pressure urves and faies. Dr. aul Glover age 53

23 The first part shows the fan geometry and position of the wells (labeled A to E). The seond part shows the apillary pressure urves for eah of 5 samples taken from eah of the wells with the 100% water point labeled S 100 A to S 100 E, the initial displaement pressure labeled D I A to D I E, the 50% water point labeled as S 50 A to S 50 E, and the irreduible water saturation labeled S wi A to S wi E. The third part shows the height above the free water level as a funtion of faies and water saturation, with the same saturation labels as in part 2. Note the following: The initial displaement pressure beomes greater as the sample beomes more shaly (finer grained) as one moves distally. The irreduible water saturation beomes greater as the sample beomes more shaly (finer grained) as one moves distally. The apillary pressure urve for the proximal samples are quite flat from 100% water to about 60% water indiating that only low pressures are required to replae about the first 40% of water with oil (in the largest pores with the largest and most aessible pore throats). At any given apillary pressure, more water is retained as the sample beomes more shaly (finer grained) as one moves distally. The height above the free water level of 100% water saturation inreases as the sample beomes more shaly (finer grained) as one moves distally. The height above the free water level of 50% water saturation inreases as the sample beomes more shaly (finer grained) as one moves distally. So, the grain size ontrols the height of the 100% water saturation level. Now imagine four layers of sand that have different grain sizes, porosities and permeabilities, and that have beome folded (Fig. 4.20). Eah layer has its own apillary pressure harateristis assoiated with its grain size, and that apillary pressure is related to the height of the 100% water level above the free water level as shown. It an be seen that it is possible to drill through layers whih are 100% water zones existing between oil or gas zones from the same reservoir. In this ase Well C has two oil water ontats. It is the bottom one that is the true OWC. Beause multiple OWCs are onfusing, we tend to talk about oil down to (ODT) and gas down to (GDT) levels when there are multiple hydroarbon/water ontats. Well A Well B Well C Well D orosity % ermeability md Figure 4.20 Suspended water zones. FWL Dr. aul Glover age 54

Chapter 5 Single Phase Systems

Chapter 5 Single Phase Systems Chapter 5 Single Phase Systems Chemial engineering alulations rely heavily on the availability of physial properties of materials. There are three ommon methods used to find these properties. These inlude

More information

) ( )( ) ( ) ( )( ) ( ) ( ) (1)

) ( )( ) ( ) ( )( ) ( ) ( ) (1) OPEN CHANNEL FLOW Open hannel flow is haraterized by a surfae in ontat with a gas phase, allowing the fluid to take on shapes and undergo behavior that is impossible in a pipe or other filled onduit. Examples

More information

Measurement of Powder Flow Properties that relate to Gravity Flow Behaviour through Industrial Processing Lines

Measurement of Powder Flow Properties that relate to Gravity Flow Behaviour through Industrial Processing Lines Measurement of Powder Flow Properties that relate to Gravity Flow ehaviour through Industrial Proessing Lines A typial industrial powder proessing line will inlude several storage vessels (e.g. bins, bunkers,

More information

10.1 The Lorentz force law

10.1 The Lorentz force law Sott Hughes 10 Marh 2005 Massahusetts Institute of Tehnology Department of Physis 8.022 Spring 2004 Leture 10: Magneti fore; Magneti fields; Ampere s law 10.1 The Lorentz fore law Until now, we have been

More information

In order to be able to design beams, we need both moments and shears. 1. Moment a) From direct design method or equivalent frame method

In order to be able to design beams, we need both moments and shears. 1. Moment a) From direct design method or equivalent frame method BEAM DESIGN In order to be able to design beams, we need both moments and shears. 1. Moment a) From diret design method or equivalent frame method b) From loads applied diretly to beams inluding beam weight

More information

Isaac Newton. Translated into English by

Isaac Newton. Translated into English by THE MATHEMATICAL PRINCIPLES OF NATURAL PHILOSOPHY (BOOK 1, SECTION 1) By Isaa Newton Translated into English by Andrew Motte Edited by David R. Wilkins 2002 NOTE ON THE TEXT Setion I in Book I of Isaa

More information

Fluid Mechanics: Static s Kinematics Dynamics Fluid

Fluid Mechanics: Static s Kinematics Dynamics Fluid Fluid Mechanics: Fluid mechanics may be defined as that branch of engineering science that deals with the behavior of fluid under the condition of rest and motion Fluid mechanics may be divided into three

More information

Chapter 1 Microeconomics of Consumer Theory

Chapter 1 Microeconomics of Consumer Theory Chapter 1 Miroeonomis of Consumer Theory The two broad ategories of deision-makers in an eonomy are onsumers and firms. Eah individual in eah of these groups makes its deisions in order to ahieve some

More information

User s Guide VISFIT: a computer tool for the measurement of intrinsic viscosities

User s Guide VISFIT: a computer tool for the measurement of intrinsic viscosities File:UserVisfit_2.do User s Guide VISFIT: a omputer tool for the measurement of intrinsi visosities Version 2.a, September 2003 From: Multiple Linear Least-Squares Fits with a Common Interept: Determination

More information

CHAPTER 7: CAPILLARY PRESSURE

CHAPTER 7: CAPILLARY PRESSURE CHAPTER 7: CAPILLARY PRESSURE Objective To measure capillary pressure of unconsolidated sand packs. Introduction Capillary pressure is important in reservoir engineering because it is a major factor controlling

More information

Channel Assignment Strategies for Cellular Phone Systems

Channel Assignment Strategies for Cellular Phone Systems Channel Assignment Strategies for Cellular Phone Systems Wei Liu Yiping Han Hang Yu Zhejiang University Hangzhou, P. R. China Contat: wliu5@ie.uhk.edu.hk 000 Mathematial Contest in Modeling (MCM) Meritorious

More information

HEAT CONDUCTION. q A q T

HEAT CONDUCTION. q A q T HEAT CONDUCTION When a temperature gradient eist in a material, heat flows from the high temperature region to the low temperature region. The heat transfer mehanism is referred to as ondution and the

More information

Classical Electromagnetic Doppler Effect Redefined. Copyright 2014 Joseph A. Rybczyk

Classical Electromagnetic Doppler Effect Redefined. Copyright 2014 Joseph A. Rybczyk Classial Eletromagneti Doppler Effet Redefined Copyright 04 Joseph A. Rybzyk Abstrat The lassial Doppler Effet formula for eletromagneti waves is redefined to agree with the fundamental sientifi priniples

More information

SURFACE TENSION. Definition

SURFACE TENSION. Definition SURFACE TENSION Definition In the fall a fisherman s boat is often surrounded by fallen leaves that are lying on the water. The boat floats, because it is partially immersed in the water and the resulting

More information

THE PERFORMANCE OF TRANSIT TIME FLOWMETERS IN HEATED GAS MIXTURES

THE PERFORMANCE OF TRANSIT TIME FLOWMETERS IN HEATED GAS MIXTURES Proeedings of FEDSM 98 998 ASME Fluids Engineering Division Summer Meeting June 2-25, 998 Washington DC FEDSM98-529 THE PERFORMANCE OF TRANSIT TIME FLOWMETERS IN HEATED GAS MIXTURES John D. Wright Proess

More information

The Reduced van der Waals Equation of State

The Reduced van der Waals Equation of State The Redued van der Waals Equation of State The van der Waals equation of state is na + ( V nb) n (1) V where n is the mole number, a and b are onstants harateristi of a artiular gas, and R the gas onstant

More information

Capacity at Unsignalized Two-Stage Priority Intersections

Capacity at Unsignalized Two-Stage Priority Intersections Capaity at Unsignalized Two-Stage Priority Intersetions by Werner Brilon and Ning Wu Abstrat The subjet of this paper is the apaity of minor-street traffi movements aross major divided four-lane roadways

More information

A novel active mass damper for vibration control of bridges

A novel active mass damper for vibration control of bridges IABMAS 08, International Conferene on Bridge Maintenane, Safety and Management, 3-7 July 008, Seoul, Korea A novel ative mass damper for vibration ontrol of bridges U. Starossek & J. Sheller Strutural

More information

Weighting Methods in Survey Sampling

Weighting Methods in Survey Sampling Setion on Survey Researh Methods JSM 01 Weighting Methods in Survey Sampling Chiao-hih Chang Ferry Butar Butar Abstrat It is said that a well-designed survey an best prevent nonresponse. However, no matter

More information

arxiv:astro-ph/0304006v2 10 Jun 2003 Theory Group, MS 50A-5101 Lawrence Berkeley National Laboratory One Cyclotron Road Berkeley, CA 94720 USA

arxiv:astro-ph/0304006v2 10 Jun 2003 Theory Group, MS 50A-5101 Lawrence Berkeley National Laboratory One Cyclotron Road Berkeley, CA 94720 USA LBNL-52402 Marh 2003 On the Speed of Gravity and the v/ Corretions to the Shapiro Time Delay Stuart Samuel 1 arxiv:astro-ph/0304006v2 10 Jun 2003 Theory Group, MS 50A-5101 Lawrene Berkeley National Laboratory

More information

SHAFTS: TORSION LOADING AND DEFORMATION

SHAFTS: TORSION LOADING AND DEFORMATION ECURE hird Edition SHAFS: ORSION OADING AND DEFORMAION A. J. Clark Shool of Engineering Department of Civil and Environmental Engineering 6 Chapter 3.1-3.5 by Dr. Ibrahim A. Assakkaf SPRING 2003 ENES 220

More information

Sebastián Bravo López

Sebastián Bravo López Transfinite Turing mahines Sebastián Bravo López 1 Introdution With the rise of omputers with high omputational power the idea of developing more powerful models of omputation has appeared. Suppose that

More information

Impact Simulation of Extreme Wind Generated Missiles on Radioactive Waste Storage Facilities

Impact Simulation of Extreme Wind Generated Missiles on Radioactive Waste Storage Facilities Impat Simulation of Extreme Wind Generated issiles on Radioative Waste Storage Failities G. Barbella Sogin S.p.A. Via Torino 6 00184 Rome (Italy), barbella@sogin.it Abstrat: The strutural design of temporary

More information

HOW TO CALCULATE PRESSURE ANYWHERE IN A PUMP SYSTEM? Jacques Chaurette p. eng. www.lightmypump.com April 2003

HOW TO CALCULATE PRESSURE ANYWHERE IN A PUMP SYSTEM? Jacques Chaurette p. eng. www.lightmypump.com April 2003 HOW TO CALCULATE PRESSURE ANYWHERE IN A PUMP SYSTEM? Jaques Chaurette p. en. www.lihtmypump.om April 003 Synopsis Calulatin the total head of the pump is not the only task of the pump system desiner. Often

More information

Lecture 24: Spinodal Decomposition: Part 3: kinetics of the

Lecture 24: Spinodal Decomposition: Part 3: kinetics of the Leture 4: Spinodal Deoposition: Part 3: kinetis of the oposition flutuation Today s topis Diffusion kinetis of spinodal deoposition in ters of the onentration (oposition) flutuation as a funtion of tie:

More information

Computer Networks Framing

Computer Networks Framing Computer Networks Framing Saad Mneimneh Computer Siene Hunter College of CUNY New York Introdution Who framed Roger rabbit? A detetive, a woman, and a rabbit in a network of trouble We will skip the physial

More information

Open and Extensible Business Process Simulator

Open and Extensible Business Process Simulator UNIVERSITY OF TARTU FACULTY OF MATHEMATICS AND COMPUTER SCIENCE Institute of Computer Siene Karl Blum Open and Extensible Business Proess Simulator Master Thesis (30 EAP) Supervisors: Luiano Garía-Bañuelos,

More information

Electrician'sMathand BasicElectricalFormulas

Electrician'sMathand BasicElectricalFormulas Eletriian'sMathand BasiEletrialFormulas MikeHoltEnterprises,In. 1.888.NEC.CODE www.mikeholt.om Introdution Introdution This PDF is a free resoure from Mike Holt Enterprises, In. It s Unit 1 from the Eletrial

More information

CHAPTER J DESIGN OF CONNECTIONS

CHAPTER J DESIGN OF CONNECTIONS J-1 CHAPTER J DESIGN OF CONNECTIONS INTRODUCTION Chapter J of the addresses the design and heking of onnetions. The hapter s primary fous is the design of welded and bolted onnetions. Design requirements

More information

Comay s Paradox: Do Magnetic Charges Conserve Energy?

Comay s Paradox: Do Magnetic Charges Conserve Energy? Comay s Paradox: Do Magneti Charges Conserve Energy? 1 Problem Kirk T. MDonald Joseph Henry Laboratories, Prineton University, Prineton, NJ 08544 (June 1, 2015; updated July 16, 2015) The interation energy

More information

Chapter 1: Introduction

Chapter 1: Introduction Chapter 1: Introdution 1.1 Pratial olumn base details in steel strutures 1.1.1 Pratial olumn base details Every struture must transfer vertial and lateral loads to the supports. In some ases, beams or

More information

1.3 Complex Numbers; Quadratic Equations in the Complex Number System*

1.3 Complex Numbers; Quadratic Equations in the Complex Number System* 04 CHAPTER Equations and Inequalities Explaining Conepts: Disussion and Writing 7. Whih of the following pairs of equations are equivalent? Explain. x 2 9; x 3 (b) x 29; x 3 () x - 2x - 22 x - 2 2 ; x

More information

DSP-I DSP-I DSP-I DSP-I

DSP-I DSP-I DSP-I DSP-I DSP-I DSP-I DSP-I DSP-I Digital Signal Proessing I (8-79) Fall Semester, 005 IIR FILER DESIG EXAMPLE hese notes summarize the design proedure for IIR filters as disussed in lass on ovember. Introdution:

More information

Soft-Edge Flip-flops for Improved Timing Yield: Design and Optimization

Soft-Edge Flip-flops for Improved Timing Yield: Design and Optimization Soft-Edge Flip-flops for Improved Timing Yield: Design and Optimization Abstrat Parameter variations ause high yield losses due to their large impat on iruit delay. In this paper, we propose the use of

More information

3 Game Theory: Basic Concepts

3 Game Theory: Basic Concepts 3 Game Theory: Basi Conepts Eah disipline of the soial sienes rules omfortably ithin its on hosen domain: : : so long as it stays largely oblivious of the others. Edard O. Wilson (1998):191 3.1 and and

More information

Findings and Recommendations

Findings and Recommendations Contrating Methods and Administration Findings and Reommendations Finding 9-1 ESD did not utilize a formal written pre-qualifiations proess for seleting experiened design onsultants. ESD hose onsultants

More information

WATER CLOSET SUPPORTS TECHNICAL DATA

WATER CLOSET SUPPORTS TECHNICAL DATA WATER CLOSET SUPPORTS TECHNICAL DATA Smith engineers have developed an unusually omplete line of fixture supports for mounting all types of "off the floor" fixtures. Supports have been designed for water

More information

Optimal Sales Force Compensation

Optimal Sales Force Compensation Optimal Sales Fore Compensation Matthias Kräkel Anja Shöttner Abstrat We analyze a dynami moral-hazard model to derive optimal sales fore ompensation plans without imposing any ad ho restritions on the

More information

Another Look at Gaussian CGS Units

Another Look at Gaussian CGS Units Another Look at Gaussian CGS Units or, Why CGS Units Make You Cool Prashanth S. Venkataram February 24, 202 Abstrat In this paper, I ompare the merits of Gaussian CGS and SI units in a variety of different

More information

THERMAL TO MECHANICAL ENERGY CONVERSION: ENGINES AND REQUIREMENTS Vol. I - Thermodynamic Cycles of Reciprocating and Rotary Engines - R.S.

THERMAL TO MECHANICAL ENERGY CONVERSION: ENGINES AND REQUIREMENTS Vol. I - Thermodynamic Cycles of Reciprocating and Rotary Engines - R.S. THERMAL TO MECHANICAL ENERGY CONVERSION: ENGINES AND REQUIREMENTS Vol. I - Thermodynami Cyles of Reiproating and Rotary Engines - R.S.Kavtaradze THERMODYNAMIC CYCLES OF RECIPROCATING AND ROTARY ENGINES

More information

State of Maryland Participation Agreement for Pre-Tax and Roth Retirement Savings Accounts

State of Maryland Participation Agreement for Pre-Tax and Roth Retirement Savings Accounts State of Maryland Partiipation Agreement for Pre-Tax and Roth Retirement Savings Aounts DC-4531 (08/2015) For help, please all 1-800-966-6355 www.marylandd.om 1 Things to Remember Complete all of the setions

More information

VOLUME 13, ARTICLE 5, PAGES 117-142 PUBLISHED 05 OCTOBER 2005 DOI: 10.4054/DemRes.2005.13.

VOLUME 13, ARTICLE 5, PAGES 117-142 PUBLISHED 05 OCTOBER 2005  DOI: 10.4054/DemRes.2005.13. Demographi Researh a free, expedited, online journal of peer-reviewed researh and ommentary in the population sienes published by the Max Plank Institute for Demographi Researh Konrad-Zuse Str. 1, D-157

More information

( 1 ) Obtain the equation of the circle passing through the points ( 5, - 8 ), ( - 2, 9 ) and ( 2, 1 ).

( 1 ) Obtain the equation of the circle passing through the points ( 5, - 8 ), ( - 2, 9 ) and ( 2, 1 ). PROBLEMS 03 CIRCLE Page ( ) Obtain the equation of the irle passing through the points ( 5 8 ) ( 9 ) and ( ). [ Ans: x y 6x 48y 85 = 0 ] ( ) Find the equation of the irumsribed irle of the triangle formed

More information

1 CHAPTER 6 PROPERTIES OF GASES

1 CHAPTER 6 PROPERTIES OF GASES CHAPTER 6 PROPERTIES OF GASES 6. The Ideal Gas Equation In 660, the Honorable Robert Boyle, Father of Chemistry and seventh son of the Earl of Cork, and one of the founders of the Royal Soiety of London,

More information

Impedance Method for Leak Detection in Zigzag Pipelines

Impedance Method for Leak Detection in Zigzag Pipelines 10.478/v10048-010-0036-0 MEASUREMENT SCIENCE REVIEW, Volume 10, No. 6, 010 Impedane Method for Leak Detetion in igzag Pipelines A. Lay-Ekuakille 1, P. Vergallo 1, A. Trotta 1 Dipartimento d Ingegneria

More information

Suggested Answers, Problem Set 5 Health Economics

Suggested Answers, Problem Set 5 Health Economics Suggested Answers, Problem Set 5 Health Eonomis Bill Evans Spring 2013 1. The graph is at the end of the handout. Fluoridated water strengthens teeth and redues inidene of avities. As a result, at all

More information

Relativity in the Global Positioning System

Relativity in the Global Positioning System Relativity in the Global Positioning System Neil Ashby Department of Physis,UCB 390 University of Colorado, Boulder, CO 80309-00390 NIST Affiliate Email: ashby@boulder.nist.gov July 0, 006 AAPT workshop

More information

Explanatory Examples on Indian Seismic Code IS 1893 (Part I)

Explanatory Examples on Indian Seismic Code IS 1893 (Part I) Doument No. :: IITK-GSDMA-EQ1-V.0 inal Report :: A - Earthquake Codes IITK-GSDMA Projet on Building Codes Explanatory Examples on Indian Seismi Code IS 1893 (Part I) by Dr. Sudhir K Jain Department of

More information

PISTONLESS DUAL CHAMBER ROCKET FUEL PUMP

PISTONLESS DUAL CHAMBER ROCKET FUEL PUMP 39 th AIAA/ASE/SAE/ASEE Joint Propulsion Conferene and Exhibit AIAA 2003-4479 20-23 July 2003, Huntsville Alabama PISTONLESS DUAL CHABER ROCKET FUEL PUP Steve Harrington, Ph.D. Flometris, In. Solana Beah,

More information

Ch 2 Properties of Fluids - II. Ideal Fluids. Real Fluids. Viscosity (1) Viscosity (3) Viscosity (2)

Ch 2 Properties of Fluids - II. Ideal Fluids. Real Fluids. Viscosity (1) Viscosity (3) Viscosity (2) Ch 2 Properties of Fluids - II Ideal Fluids 1 Prepared for CEE 3500 CEE Fluid Mechanics by Gilberto E. Urroz, August 2005 2 Ideal fluid: a fluid with no friction Also referred to as an inviscid (zero viscosity)

More information

p atmospheric Statics : Pressure Hydrostatic Pressure: linear change in pressure with depth Measure depth, h, from free surface Pressure Head p gh

p atmospheric Statics : Pressure Hydrostatic Pressure: linear change in pressure with depth Measure depth, h, from free surface Pressure Head p gh IVE1400: n Introduction to Fluid Mechanics Statics : Pressure : Statics r P Sleigh: P..Sleigh@leeds.ac.uk r J Noakes:.J.Noakes@leeds.ac.uk January 008 Module web site: www.efm.leeds.ac.uk/ive/fluidslevel1

More information

Chapter 10: Relative Permeability

Chapter 10: Relative Permeability Chapter 10: 10.1 Introduction and Definition Routine permeability measurements are made with a single fluid filling the pore space. This is seldom the case in the reservoir situation except in water zones.

More information

Intelligent Measurement Processes in 3D Optical Metrology: Producing More Accurate Point Clouds

Intelligent Measurement Processes in 3D Optical Metrology: Producing More Accurate Point Clouds Intelligent Measurement Proesses in 3D Optial Metrology: Produing More Aurate Point Clouds Charles Mony, Ph.D. 1 President Creaform in. mony@reaform3d.om Daniel Brown, Eng. 1 Produt Manager Creaform in.

More information

BEARING CAPACITY OF SOIL

BEARING CAPACITY OF SOIL BEARING CAPACITY OF SOIL Dr. S. K. Prasad Professor of Civil Engineering S. J. College of Engineering, Mysore 7.0 Syllabus. Definition of ultimate, net and safe bearing apaities, Allowable bearing pressure

More information

AUDITING COST OVERRUN CLAIMS *

AUDITING COST OVERRUN CLAIMS * AUDITING COST OVERRUN CLAIMS * David Pérez-Castrillo # University of Copenhagen & Universitat Autònoma de Barelona Niolas Riedinger ENSAE, Paris Abstrat: We onsider a ost-reimbursement or a ost-sharing

More information

How To Fator

How To Fator CHAPTER hapter 4 > Make the Connetion 4 INTRODUCTION Developing seret odes is big business beause of the widespread use of omputers and the Internet. Corporations all over the world sell enryption systems

More information

A Three-Hybrid Treatment Method of the Compressor's Characteristic Line in Performance Prediction of Power Systems

A Three-Hybrid Treatment Method of the Compressor's Characteristic Line in Performance Prediction of Power Systems A Three-Hybrid Treatment Method of the Compressor's Charateristi Line in Performane Predition of Power Systems A Three-Hybrid Treatment Method of the Compressor's Charateristi Line in Performane Predition

More information

Fig. 1.1 Rectangular foundation plan.

Fig. 1.1 Rectangular foundation plan. Footings Example 1 Design of a square spread footing of a seven-story uilding Design and detail a typial square spread footing of a six ay y five ay seven-story uilding, founded on stiff soil, supporting

More information

Decimal numbers. Chapter

Decimal numbers. Chapter Chapter 6 Deimal numbers Contents: A B C D E F G H I Plae value Ordering deimal numbers Adding and subtrating deimal numbers Multiplying and dividing by powers of 0 Multiplying deimal numbers Dividing

More information

Static Fairness Criteria in Telecommunications

Static Fairness Criteria in Telecommunications Teknillinen Korkeakoulu ERIKOISTYÖ Teknillisen fysiikan koulutusohjelma 92002 Mat-208 Sovelletun matematiikan erikoistyöt Stati Fairness Criteria in Teleommuniations Vesa Timonen, e-mail: vesatimonen@hutfi

More information

' R ATIONAL. :::~i:. :'.:::::: RETENTION ':: Compliance with the way you work PRODUCT BRIEF

' R ATIONAL. :::~i:. :'.:::::: RETENTION ':: Compliance with the way you work PRODUCT BRIEF ' R :::i:. ATIONAL :'.:::::: RETENTION ':: Compliane with the way you work, PRODUCT BRIEF In-plae Management of Unstrutured Data The explosion of unstrutured data ombined with new laws and regulations

More information

Intuitive Guide to Principles of Communications By Charan Langton www.complextoreal.com

Intuitive Guide to Principles of Communications By Charan Langton www.complextoreal.com Intuitive Guide to Priniples of Communiations By Charan Langton www.omplextoreal.om Understanding Frequeny Modulation (FM), Frequeny Shift Keying (FSK), Sunde s FSK and MSK and some more The proess of

More information

An Enhanced Critical Path Method for Multiple Resource Constraints

An Enhanced Critical Path Method for Multiple Resource Constraints An Enhaned Critial Path Method for Multiple Resoure Constraints Chang-Pin Lin, Hung-Lin Tai, and Shih-Yan Hu Abstrat Traditional Critial Path Method onsiders only logial dependenies between related ativities

More information

Trade Information, Not Spectrum: A Novel TV White Space Information Market Model

Trade Information, Not Spectrum: A Novel TV White Space Information Market Model Trade Information, Not Spetrum: A Novel TV White Spae Information Market Model Yuan Luo, Lin Gao, and Jianwei Huang 1 Abstrat In this paper, we propose a novel information market for TV white spae networks,

More information

NASDAQ Commodity Index Methodology

NASDAQ Commodity Index Methodology NASDAQ Commodity Index Methodology January 2016 1 P a g e 1. Introdution... 5 1.1 Index Types... 5 1.2 Index History... 5 1.3 Index Curreny... 5 1.4 Index Family... 6 1.5 NQCI Index Setors... 6 2. Definitions...

More information

Journal of Colloid and Interface Science

Journal of Colloid and Interface Science Journal of Colloid and Interfae Siene 338 (9) 93 Contents lists available at SieneDiret Journal of Colloid and Interfae Siene www.elsevier.om/loate/jis Contat angle of a emisperial bubble: An analytial

More information

Soil Suction. Total Suction

Soil Suction. Total Suction Soil Suction Total Suction Total soil suction is defined in terms of the free energy or the relative vapor pressure (relative humidity) of the soil moisture. Ψ = v RT ln v w 0ω v u v 0 ( u ) u = partial

More information

Agile ALM White Paper: Redefining ALM with Five Key Practices

Agile ALM White Paper: Redefining ALM with Five Key Practices Agile ALM White Paper: Redefining ALM with Five Key Praties by Ethan Teng, Cyndi Mithell and Chad Wathington 2011 ThoughtWorks ln. All rights reserved www.studios.thoughtworks.om Introdution The pervasiveness

More information

Using Live Chat in your Call Centre

Using Live Chat in your Call Centre Using Live Chat in your Call Centre Otober Key Highlights Yesterday's all entres have beome today's ontat entres where agents deal with multiple queries from multiple hannels. Live Chat hat is one now

More information

Price-based versus quantity-based approaches for stimulating the development of renewable electricity: new insights in an old debate

Price-based versus quantity-based approaches for stimulating the development of renewable electricity: new insights in an old debate Prie-based versus -based approahes for stimulating the development of renewable eletriity: new insights in an old debate uthors: Dominique FINON, Philippe MENNTEU, Marie-Laure LMY, Institut d Eonomie et

More information

Dispersion in Optical Fibres

Dispersion in Optical Fibres Introdution Optial Communiations Systems Dispersion in Optial Fibre (I) Dispersion limits available bandwidth As bit rates are inreasing, dispersion is beoming a ritial aspet of most systems Dispersion

More information

Stack Contents. Pressure Vessels: 1. A Vertical Cut Plane. Pressure Filled Cylinder

Stack Contents. Pressure Vessels: 1. A Vertical Cut Plane. Pressure Filled Cylinder Pressure Vessels: 1 Stack Contents Longitudinal Stress in Cylinders Hoop Stress in Cylinders Hoop Stress in Spheres Vanishingly Small Element Radial Stress End Conditions 1 2 Pressure Filled Cylinder A

More information

Relativistic Kinematics -a project in Analytical mechanics Karlstad University

Relativistic Kinematics -a project in Analytical mechanics Karlstad University Relativisti Kinematis -a projet in Analytial mehanis Karlstad University Carl Stigner 1th January 6 Abstrat The following text is a desription of some of the ontent in hapter 7 in the textbook Classial

More information

5.2 The Master Theorem

5.2 The Master Theorem 170 CHAPTER 5. RECURSION AND RECURRENCES 5.2 The Master Theorem Master Theorem In the last setion, we saw three different kinds of behavior for reurrenes of the form at (n/2) + n These behaviors depended

More information

OpenScape 4000 CSTA V7 Connectivity Adapter - CSTA III, Part 2, Version 4.1. Developer s Guide A31003-G9310-I200-1-76D1

OpenScape 4000 CSTA V7 Connectivity Adapter - CSTA III, Part 2, Version 4.1. Developer s Guide A31003-G9310-I200-1-76D1 OpenSape 4000 CSTA V7 Connetivity Adapter - CSTA III, Part 2, Version 4.1 Developer s Guide A31003-G9310-I200-1-76 Our Quality and Environmental Management Systems are implemented aording to the requirements

More information

SLA-based Resource Allocation for Software as a Service Provider (SaaS) in Cloud Computing Environments

SLA-based Resource Allocation for Software as a Service Provider (SaaS) in Cloud Computing Environments 2 th IEEE/ACM International Symposium on Cluster, Cloud and Grid Computing SLA-based Resoure Alloation for Software as a Servie Provider (SaaS) in Cloud Computing Environments Linlin Wu, Saurabh Kumar

More information

HEAT EXCHANGERS-2. Associate Professor. IIT Delhi E-mail: prabal@mech.iitd.ac.in. P.Talukdar/ Mech-IITD

HEAT EXCHANGERS-2. Associate Professor. IIT Delhi E-mail: prabal@mech.iitd.ac.in. P.Talukdar/ Mech-IITD HEA EXHANGERS-2 Prabal alukdar Assoiate Professor Department of Mehanial Engineering II Delhi E-mail: prabal@meh.iitd.a.in Multipass and rossflow he subsripts 1 and 2 represent the inlet and outlet, respetively..

More information

REDUCTION FACTOR OF FEEDING LINES THAT HAVE A CABLE AND AN OVERHEAD SECTION

REDUCTION FACTOR OF FEEDING LINES THAT HAVE A CABLE AND AN OVERHEAD SECTION C I E 17 th International Conferene on Eletriity istriution Barelona, 1-15 May 003 EUCTION FACTO OF FEEING LINES THAT HAVE A CABLE AN AN OVEHEA SECTION Ljuivoje opovi J.. Elektrodistriuija - Belgrade -

More information

UNIVERSITY AND WORK-STUDY EMPLOYERS WEB SITE USER S GUIDE

UNIVERSITY AND WORK-STUDY EMPLOYERS WEB SITE USER S GUIDE UNIVERSITY AND WORK-STUDY EMPLOYERS WEB SITE USER S GUIDE September 8, 2009 Table of Contents 1 Home 2 University 3 Your 4 Add 5 Managing 6 How 7 Viewing 8 Closing 9 Reposting Page 1 and Work-Study Employers

More information

The Optimal Deterrence of Tax Evasion: The Trade-off Between Information Reporting and Audits

The Optimal Deterrence of Tax Evasion: The Trade-off Between Information Reporting and Audits The Optimal Deterrene of Tax Evasion: The Trade-off Between Information Reporting and Audits Yulia Paramonova Department of Eonomis, University of Mihigan Otober 30, 2014 Abstrat Despite the widespread

More information

Deadline-based Escalation in Process-Aware Information Systems

Deadline-based Escalation in Process-Aware Information Systems Deadline-based Esalation in Proess-Aware Information Systems Wil M.P. van der Aalst 1,2, Mihael Rosemann 2, Marlon Dumas 2 1 Department of Tehnology Management Eindhoven University of Tehnology, The Netherlands

More information

FIRE DETECTION USING AUTONOMOUS AERIAL VEHICLES WITH INFRARED AND VISUAL CAMERAS. J. Ramiro Martínez-de Dios, Luis Merino and Aníbal Ollero

FIRE DETECTION USING AUTONOMOUS AERIAL VEHICLES WITH INFRARED AND VISUAL CAMERAS. J. Ramiro Martínez-de Dios, Luis Merino and Aníbal Ollero FE DETECTION USING AUTONOMOUS AERIAL VEHICLES WITH INFRARED AND VISUAL CAMERAS. J. Ramiro Martínez-de Dios, Luis Merino and Aníbal Ollero Robotis, Computer Vision and Intelligent Control Group. University

More information

Marker Tracking and HMD Calibration for a Video-based Augmented Reality Conferencing System

Marker Tracking and HMD Calibration for a Video-based Augmented Reality Conferencing System Marker Traking and HMD Calibration for a Video-based Augmented Reality Conferening System Hirokazu Kato 1 and Mark Billinghurst 2 1 Faulty of Information Sienes, Hiroshima City University 2 Human Interfae

More information

protection p1ann1ng report

protection p1ann1ng report f1re~~ protetion p1ann1ng report BUILDING CONSTRUCTION INFORMATION FROM THE CONCRETE AND MASONRY INDUSTRIES Signifiane of Fire Ratings for Building Constrution NO. 3 OF A SERIES The use of fire-resistive

More information

PHARMACEUTICAL ENGINEERING

PHARMACEUTICAL ENGINEERING PHARMACEUTICAL ENGINEERING Unit Operations and Unit Proesses Dr Jasmina Khanam Reader of Pharmaeutial Engineering Division Department of Pharmaeutial Tehnology Jadavpur University Kolkatta-70003 (06--007)

More information

Discovering Trends in Large Datasets Using Neural Networks

Discovering Trends in Large Datasets Using Neural Networks Disovering Trends in Large Datasets Using Neural Networks Khosrow Kaikhah, Ph.D. and Sandesh Doddameti Department of Computer Siene Texas State University San Maros, Texas 78666 Abstrat. A novel knowledge

More information

VOLTAGE CONTROL WITH SHUNT CAPACITANCE ON RADIAL DISTRIBUTION LINE WITH HIGH R/X FACTOR. A Thesis by. Hong-Tuan Nguyen Vu

VOLTAGE CONTROL WITH SHUNT CAPACITANCE ON RADIAL DISTRIBUTION LINE WITH HIGH R/X FACTOR. A Thesis by. Hong-Tuan Nguyen Vu VOLTAGE CONTROL WITH SHUNT CAPACITANCE ON RADIAL DISTRIBUTION LINE WITH HIGH R/X FACTOR A Thesis by Hong-Tuan Nguyen Vu Eletrial Engineer, Polytehni University of HCMC, 1993 Submitted to the College of

More information

Deduplication with Block-Level Content-Aware Chunking for Solid State Drives (SSDs)

Deduplication with Block-Level Content-Aware Chunking for Solid State Drives (SSDs) 23 IEEE International Conferene on High Performane Computing and Communiations & 23 IEEE International Conferene on Embedded and Ubiquitous Computing Dedupliation with Blok-Level Content-Aware Chunking

More information

Polyethylene glycol (PEG) is a hydrophilic nonionic polymer

Polyethylene glycol (PEG) is a hydrophilic nonionic polymer Effet of polyethylene glyol on the liquid liquid phase transition in aqueous protein solutions Onofrio Annunziata, Neer Asherie, Aleksey Lomakin, Jayanti Pande, Olutayo Ogun, and George B. Benedek* Department

More information

Lemon Signaling in Cross-Listings Michal Barzuza*

Lemon Signaling in Cross-Listings Michal Barzuza* Lemon Signaling in Cross-Listings Mihal Barzuza* This paper analyzes the deision to ross-list by managers and ontrolling shareholders assuming that they have private information with respet to the amount

More information

RISK-BASED IN SITU BIOREMEDIATION DESIGN JENNINGS BRYAN SMALLEY. A.B., Washington University, 1992 THESIS. Urbana, Illinois

RISK-BASED IN SITU BIOREMEDIATION DESIGN JENNINGS BRYAN SMALLEY. A.B., Washington University, 1992 THESIS. Urbana, Illinois RISK-BASED IN SITU BIOREMEDIATION DESIGN BY JENNINGS BRYAN SMALLEY A.B., Washington University, 1992 THESIS Submitted in partial fulfillment of the requirements for the degree of Master of Siene in Environmental

More information

INCOME TAX WITHHOLDING GUIDE FOR EMPLOYERS

INCOME TAX WITHHOLDING GUIDE FOR EMPLOYERS Virginia Department of Taxation INCOME TAX WITHHOLDING GUIDE FOR EMPLOYERS www.tax.virginia.gov 2614086 Rev. 07/14 * Table of Contents Introdution... 1 Important... 1 Where to Get Assistane... 1 Online

More information

4.15 USING METEOSAT SECOND GENERATION HIGH RESOLUTION VISIBLE DATA FOR THE IMPOVEMENT OF THE RAPID DEVELOPPING THUNDERSTORM PRODUCT

4.15 USING METEOSAT SECOND GENERATION HIGH RESOLUTION VISIBLE DATA FOR THE IMPOVEMENT OF THE RAPID DEVELOPPING THUNDERSTORM PRODUCT 4.15 USNG METEOSAT SECOND GENEATON HGH ESOLUTON VSBLE DATA FO THE MPOVEMENT OF THE APD DEVELOPPNG THUNDESTOM PODUCT Oleksiy Kryvobok * Ukrainian HydroMeteorologial nstitute Kyiv, Ukraine Stephane Senesi

More information

Fixed-income Securities Lecture 2: Basic Terminology and Concepts. Present value (fixed interest rate) Present value (fixed interest rate): the arb

Fixed-income Securities Lecture 2: Basic Terminology and Concepts. Present value (fixed interest rate) Present value (fixed interest rate): the arb Fixed-inome Seurities Leture 2: Basi Terminology and Conepts Philip H. Dybvig Washington University in Saint Louis Various interest rates Present value (PV) and arbitrage Forward and spot interest rates

More information

From the Invisible Handshake to the Invisible Hand? How Import Competition Changes the Employment Relationship

From the Invisible Handshake to the Invisible Hand? How Import Competition Changes the Employment Relationship From the Invisible Handshake to the Invisible Hand? How Import Competition Changes the Employment Relationship Marianne Bertrand, University of Chiago, Center for Eonomi Poliy Researh, and National Bureau

More information

10 UNSTEADY FLOW IN OPEN CHANNELS

10 UNSTEADY FLOW IN OPEN CHANNELS 0 UNTEY FLOW IN OEN CHNNEL 0. Introdution Unsteady flow in open hannels differs from that in losed onduits in that the eistene of a free surfae allows the flow ross-setion to freely hange, a fator whih

More information

Chapter 6 A N ovel Solution Of Linear Congruenes Proeedings NCUR IX. (1995), Vol. II, pp. 708{712 Jerey F. Gold Department of Mathematis, Department of Physis University of Utah Salt Lake City, Utah 84112

More information

INCOME TAX WITHHOLDING GUIDE FOR EMPLOYERS

INCOME TAX WITHHOLDING GUIDE FOR EMPLOYERS Virginia Department of Taxation INCOME TAX WITHHOLDING GUIDE FOR EMPLOYERS www.tax.virginia.gov 2614086 Rev. 01/16 Table of Contents Introdution... 1 Important... 1 Where to Get Assistane... 1 Online File

More information

Prices and Heterogeneous Search Costs

Prices and Heterogeneous Search Costs Pries and Heterogeneous Searh Costs José L. Moraga-González Zsolt Sándor Matthijs R. Wildenbeest First draft: July 2014 Revised: June 2015 Abstrat We study prie formation in a model of onsumer searh for

More information

Procurement auctions are sometimes plagued with a chosen supplier s failing to accomplish a project successfully.

Procurement auctions are sometimes plagued with a chosen supplier s failing to accomplish a project successfully. Deision Analysis Vol. 7, No. 1, Marh 2010, pp. 23 39 issn 1545-8490 eissn 1545-8504 10 0701 0023 informs doi 10.1287/dea.1090.0155 2010 INFORMS Managing Projet Failure Risk Through Contingent Contrats

More information