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				   Stage
				1:  Preparation for
				drainage -
				 core saturated with wetting
				phase. 
				
				
				   Stage
				2: Irreducible wetting phase (drainage) - 
			 
				
				
				inject non-wetting
				phase until steady state, measure saturation, 
				
				no wetting phase
				will be produced after steady state.  
						
						  
						Stages 3-6:  
						Inject wetting phase   
						
						
						  
						Stage 3: (A) Wetting phase has not yet reached outflow
						face, 
						
						only
						nonwetting phase produced at outflow face.  
						
						
						   
						Stage 4: (B) Wetting phase just reaches outflow face,
						called breakthrough, 
						
						wetting
						phase will be produced at outflow face. 
								
								  
								Stage 5: (C) As injection of wetting phase
								continues, production of nonwetting phase
								decreases (unsteady state).
								
								Important
								to take many data points during this decrease (»cummulative
								nonwetting phase produced
								
								»and
								production rate for both phases). 
										   Stage 6:
										(D) Eventually, no more nonwetting phase
										is produced, allowing residual nonwetting phase saturation to be
										determined. 
												
												  Assumptions: 
												
												  
												immiscible displacement  
												
												  
												incompressible fluids  
												
												  
												linear, 1-D flow
											 
												
												  
												capillary pressure neglected
												 
												
												 
 
												 
												
												cumulative
												nonwetting phase production,  
												
												  
												Determine relative permeability
												ratio from fractional flow
												(production rate measured at
												outflow face): 4: Qtotal = Qwet + Qnonwet 5: Fwet = Qwet / Qtotal Relative permeability ratio Fwet is related to relative permeability by the equation: 6: Fwet = 1 / (1 + (Kr_nonwet / Kr_wet) * (MUwet / MUnonwet)) It is obvious from the above that one of Kr_nonwet or Kr_wet must be determined independently in order to find the other, using Fwet. This is done with correlation equations based on capillary pressure curves. The process
												starts with calculation of
												effective water saturation (not
												to be confused with any form of
												water saturation from log
												analysis). Pretty messy but so is the math for the lab method. 
												 
												
												 
												 If a single fluid is present in a rock, its relative permeability is 1.0. Relative permeability allows comparison of the different abilities of fluids to flow in the presence of each other, since the presence of more than one fluid generally inhibits flow. 
																				Key parameters that affect relative permeability include:
																			 
 
																					These parameters define the wetting (or contact) angles, which are formed at an interface between fluid and mineral. A wetting angle is larger than 90 degrees if the fluid is wetting and smaller than 90 degrees if the fluid is non-wetting. The slow multiphase viscous flow needed for relative permeability estimates is simulated using the lattice Boltzmann method (LBM). LBM mathematically mimics the equations of multiphase viscous flow by treating the fluid as a set of particles with certain interaction rules between the particles belonging to the same fluid, different fluids, and the fluids and pore walls. LBM directly simulates static and dynamic configurations of the contacts between the fluid phases and the pore walls by taking into account surface tension and contact angles. It allows for the estimation of irreducible water and hydrocarbon saturations Source: www.ingrainrocks.com. 
 
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