In aseptic processing, performance

Similar documents
Int r oduct ion t o Int egr it y Tes t ing Theor y

BBS Fall Conference, 16 September Use of modeling & simulation to support the design and analysis of a new dose and regimen finding study

Chapter 12 Practice Test

Calculation of Trail Usage from Counter Data

Section I: Multiple Choice Select the best answer for each problem.

Applying Hooke s Law to Multiple Bungee Cords. Introduction

Chapter 20. Planning Accelerated Life Tests. William Q. Meeker and Luis A. Escobar Iowa State University and Louisiana State University

AUTOMATIC FLOW CARTRIDGES. Competition Analysis Not All Automatics Are Created Equal

Equation 1: F spring = kx. Where F is the force of the spring, k is the spring constant and x is the displacement of the spring. Equation 2: F = mg

Ozobot Bit Classroom Application: Boyle s Law Simulation

Math 4. Unit 1: Conic Sections Lesson 1.1: What Is a Conic Section?

Legendre et al Appendices and Supplements, p. 1

A Perspective on Filter Cartridge Issues

Novel empirical correlations for estimation of bubble point pressure, saturated viscosity and gas solubility of crude oils

Algebra I: A Fresh Approach. By Christy Walters

At each type of conflict location, the risk is affected by certain parameters:

LOW PRESSURE EFFUSION OF GASES adapted by Luke Hanley and Mike Trenary

Bioequivalence: Saving money with generic drugs

Discussion on the Selection of the Recommended Fish Passage Design Discharge

Boyle s Law: Pressure-Volume Relationship in Gases. PRELAB QUESTIONS (Answer on your own notebook paper)

Characterizers for control loops

ENHANCED PARKWAY STUDY: PHASE 2 CONTINUOUS FLOW INTERSECTIONS. Final Report

Analysis of the Article Entitled: Improved Cube Handling in Races: Insights with Isight

ROUNDABOUT CAPACITY: THE UK EMPIRICAL METHODOLOGY

On-Road Parking A New Approach to Quantify the Side Friction Regarding Road Width Reduction

NUMERICAL INVESTIGATION OF THE FLOW BEHAVIOUR IN A MODERN TRAFFIC TUNNEL IN CASE OF FIRE INCIDENT

Determining Occurrence in FMEA Using Hazard Function

VACUUM TESTING PRECAST CONCRETE MANHOLES

DISTILLATION POINTS TO REMEMBER

Youngs Creek Hydroelectric Project

LOW PRESSURE EFFUSION OF GASES revised by Igor Bolotin 03/05/12

CHAPTER 10 TOTAL RECREATIONAL FISHING DAMAGES AND CONCLUSIONS

HKA TECHNOLOGIES INC. TEMPERATURE COMPENSATION

Competitive Performance of Elite Olympic-Distance Triathletes: Reliability and Smallest Worthwhile Enhancement

Simulating Major League Baseball Games

Inquiry Investigation: Factors Affecting Photosynthesis

A statistical model of Boy Scout disc golf skills by Steve West December 17, 2006

POWER Quantifying Correction Curve Uncertainty Through Empirical Methods

Hardware Triaxial and Consolidation Testing Systems Pressure Measurement and Control

Why We Should Use the Bullpen Differently

CONTROL VALVE WHAT YOU NEED TO LEARN?

The Use of a Process Simulator to Model Aeration Control Valve Position and System Pressure

Announcements. Lecture 19: Inference for SLR & Transformations. Online quiz 7 - commonly missed questions

CORRELATION EFFECTS IN THE FIELD CLASSIFICATION OF GROUND BASED REMOTE WIND SENSORS

In addition to reading this assignment, also read Appendices A and B.

CHAPTER 5: VACUUM TEST WITH VERTICAL DRAINS

27Quantify Predictability U10L9. April 13, 2015

a) List and define all assumptions for multiple OLS regression. These are all listed in section 6.5

from ocean to cloud HEAVY DUTY PLOUGH PERFORMANCE IN VERY SOFT COHESIVE SEDIMENTS

Micro Motion Pressure Drop Testing

Certification of AMS acc. EN 15267, Part 3 - Overview and First Experience -

Prudhoe Bay Oil Production Optimization: Using Virtual Intelligence Techniques, Stage One: Neural Model Building

Drilling Efficiency Utilizing Coriolis Flow Technology

Queue analysis for the toll station of the Öresund fixed link. Pontus Matstoms *

International Journal of Technical Research and Applications e-issn: , Volume 4, Issue 3 (May-June, 2016), PP.

PUBLISHED PROJECT REPORT PPR850. Optimisation of water flow depth for SCRIM. S Brittain, P Sanders and H Viner

Gerald D. Anderson. Education Technical Specialist

LABORATORY EXERCISE 1 CONTROL VALVE CHARACTERISTICS

Advanced Hydraulics Prof. Dr. Suresh A. Kartha Department of Civil Engineering Indian Institute of Technology, Guwahati

SWG-11-JM-10. F Limit Reference Points about Preventing Recruitment Overfishing and its Uncertainty

Risk-Based Condition Assessment and Maintenance Engineering for Aging Aircraft Structure Components

Procedia Engineering Procedia Engineering 2 (2010)

Smart Water Application Technologies (SWAT)

Identification and Screening of Scenarios for LOPA. Ken First Dow Chemical Company Midland, MI

Quantitative Methods for Economics Tutorial 6. Katherine Eyal

Retention Time Locking: Concepts and Applications. Application

Paper 2.2. Operation of Ultrasonic Flow Meters at Conditions Different Than Their Calibration

Tension Cracks. Topics Covered. Tension crack boundaries Tension crack depth Query slice data Thrust line Sensitivity analysis.

Additional Reading General, Organic and Biological Chemistry, by Timberlake, chapter 8.

8th Grade. Data.

CORESTA RECOMMENDED METHOD N 6

AN INVESTIGATION OF LONGITUDINAL VENTILATION FOR SHORT ROAD TUNNELS WITH HIGH FIRE HRR

maintaining storage tank dissolved oxygen levels utilizing gas transfer membranes

y ) s x x )(y i (x i r = 1 n 1 s y Statistics Lecture 7 Exploring Data , y 2 ,y n (x 1 ),,(x n ),(x 2 ,y 1 How two variables vary together

EFFICIENCY OF TRIPLE LEFT-TURN LANES AT SIGNALIZED INTERSECTIONS

Building an NFL performance metric

<788> PARTICULATE MATTER IN INJECTIONS

Kiefner & Associates, Inc.

Policy Management: How data and information impacts the ability to make policy decisions:

Is lung capacity affected by smoking, sport, height or gender. Table of contents

Robust specification testing in regression: the FRESET test and autocorrelated disturbances

LINEAR TRANSFORMATION APPLIED TO THE CALIBRATION OF ANALYTES IN VARIOUS MATRICES USING A TOTAL HYDROCARBON (THC) ANALYZER

AIAA Brush Seal Performance Evaluation. P. F. Crudgington Cross Manufacturing Co. Ltd. Devizes, ENGLAND

Copy of my report. Why am I giving this talk. Overview. State highway network

CHARACTERISATION OF PAVEMENT STRENGTH IN HDM-III AND CHANGES ADOPTED FOR HDM-4. J Rolt Transport Research Laboratory, UK

Engineering: Measurement Technology Pressure/Level (SCQF level 6)

Broadly speaking, there are four different types of structures, each with its own particular function:

Navigate to the golf data folder and make it your working directory. Load the data by typing

Ermenek Dam and HEPP: Spillway Test & 3D Numeric-Hydraulic Analysis of Jet Collision

Application of Computational Fluid Dynamics to Compressor Efficiency Improvement

Wind Farm Blockage: Searching for Suitable Validation Data

Reduction of Speed Limit at Approaches to Railway Level Crossings in WA. Main Roads WA. Presenter - Brian Kidd

Introduction to Scientific Notation & Significant Figures. Packet #6

REAL LIFE GRAPHS M.K. HOME TUITION. Mathematics Revision Guides Level: GCSE Higher Tier

Advanced Hydraulics Prof. Dr. Suresh A. Kartha Department of Civil Engineering Indian Institute of Technology, Guwahati

Modeling Approaches to Increase the Efficiency of Clear-Point- Based Solubility Characterization

TI 176B Flow Rate Audit Calculations

2600T Series Pressure Transmitters Plugged Impulse Line Detection Diagnostic. Pressure Measurement Engineered solutions for all applications

Product Technical Bulletin #48

Mechanical Stabilisation for Permanent Roads

Transcription:

B I O P R O C E S S TECHNICAL Quantifying Sterilizing Membrane Retention Performance Mark M. Blanchard In aseptic processing, performance of sterilizing filtration is of critical importance. A filter device must provide high confidence of retaining organisms under production conditions as well as in worst-case validation scenarios. To achieve this performance, it is necessary to understand and quantify retention capabilities of sterilizing grade membranes. Such understanding needs to begin during design of the membrane used in a filtration device. To date, manufacturers have provided this information descriptively or semiquantitatively. The level of confidence or assurance is left to a user s interpretation. Here, I provide a framework for quantifying membrane retention performance when sterile filtrate is required. In membrane design, the relationship between retention performance and a nondestructive physical measurement has been a key starting point for quantification. This topic dates back at least as far as the work of Johnston and Meltzer (1). PRODUCT FOCUS: PROTEINS, ANTIBODIES, PARENTERAL PRODUCTS PROCESS FOCUS: ASEPTIC PROCESSING WHO SHOULD READ: PROCESS DEVELOPMENT AND MANUFACTURING KEYWORDS: STERILIZING-GRADE MEMBRANES, RETENTION, FILTRATION, BUBBLE POINT, VALIDATION LEVEL: INTERMEDIATE They showed that a log reduction value (LRV = logarithm of upstream quantity divided by downstream quantity) of a given bacterial challenge is correlated with membrane maximum pore size as measured by bubble point (BP). These results were used to define a membrane as absolutely retentive if it retained a challenge of >10 7 colony forming units per square centimeter of membrane area (cfu/cm 2 ) of Pseudomonas diminuta (now Brevundimonas diminuta). This bubble point and LRV relationship has been widely used. For example, ASTM Method F838-05 (2) includes LRV as the measure of filter performance. Authors such as Meltzer and Jornitz (3) cite the relationship between LRV and BP and suggest that in practice it is approximately linear. Strictly speaking, LRV itself does not directly assure that sterile effluent is achieved in a filtration process. One must infer that a sufficiently high LRV is equivalent to having sterile filtrate. FDA guidelines state that a sterilizing grade filter reproducibly removes all microorganisms from the process stream, producing a sterile effluent (4). This moves the objective from a high LRV to sterile filtrate (zero observed organisms), but again it does not quantify the assurance level with which this is achieved. Also left open is the method by which assurance is measured. PDA Technical Report No. 26 (5) requires that filter validation trials A technician tests the bubble point of a filter membrane. (WWW.MILLIPORE.COM) include samples from three membrane lots that have BP or other relevant physical measurement at or near the specification limit. The acceptance criterion is that test filters (three or more) show no passage of organisms. (If a test filter shows passage without an assignable cause, a confirmation retest may be performed.) Though not stated in the guidelines, a high probability of success would be needed to demonstrate that the filtration process is adequate. Taken together, the FDA and PDA guidelines establish the need to have a high confidence of obtaining sterile filtrate. From them, one can infer a level of retention assurance. To succeed with the recommended PDA validation study, the confidence that three limit samples retain a high B. diminuta challenge needs to be at least in the range of a capable process running in an operational 44 BioProcess International MAY 2007

qualification near its process limits. That implies that validation success probability needs to be 0.99 or higher. That level of success requires the retention probability of an individual sample at the specification limit of a membrane to exceed 0.99 1/3, or about 0.997, because Pr(three retentive independent samples) = Pr(sample A is retentive) Pr(sample B is retentive) Pr(sample C is retentive) > min(pr(a), Pr(B), Pr(C)) 3. The objective, then, is to design a membrane and a measurable specification that will provide such retention assurance. Here, I show how retention confidence of a membrane can be reliably estimated during its design. I select a general model of retention performance and a robust statistical method for making estimates. Both simulations and actual membranes demonstrate method performance. METHOD DEVELOPMENT Relationship of Modeling Retention and/or Passage to Pore Size: When selecting a model, it is useful to have a description of membrane retention as a function of some physical property, such as pore size. Meltzer and Jornitz provide a valuable survey of work done on this topic. In it, they cite examples of a correlation between LRV and BP and discuss the effect of BP measurement error on the precision of LRV estimates. Although most of the cited work is empirical rather than theoretical, it does provide a useful starting approximation. With regard to LRV, the proportion of organisms passing through a filter is defined by Cd/Cu, where Cu is the number of cfu in the upstream feed, Cd is the number of cfu in the downstream filtrate, and LRV is log(cd/cu). When log(cu) is nearly constant, as in the ASTM B. diminuta test, the observed linear relationship between LRV and BP also holds between log(cd) and bubble point. When the estimated Cd is less than 1.0, a fraction of all tests will have sterile filtrate, and the remaining fraction will have a low Cd. In such cases, the probability of sterile filtrate, or retention confidence, can be calculated from the Poisson distribution: retention confidence (%) = exp( Cd) 100, or equivalently, exp[ 10 log(cd) ] 100 For example, when log(cd) = 3, retention confidence is equal to exp( 10 3 ) 100 = 99.9%. Figure 1 illustrates these concepts. Some theoretical work suggests that this is a reasonable model. A membrane can be viewed as a sieve with some defining property such as a pore diameter distribution. In such a case, it is straightforward to show that retention (or passage) probability of a given particle size must increase (or decrease) monotonically as the fraction of pores larger than the particle decreases. Also, any retention relationship between pore and particle distributions that has approximately exponential tail behavior will lead to a linear relationship between log(passage probability) and pore size. Finally, I must note some assumptions in any such analysis. I am evaluating one membrane property, bubble point, as the primary design property affecting retention. In membrane design, it is necessary to Figure 1: Quantifying retention performance confirm whether other properties (such as thickness) have significant effects on retention. These need either to be evaluated at worst-case conditions or kept in a narrow range. If the effects of other properties are to be investigated, the model I develop here can be easily extended to include multiple variables. Further, it is important to establish that size exclusion is the primary mechanism of membrane performance. Additional studies or test conditions can isolate whether size exclusion is the sole or primary mechanism. Other models and measurements are certainly possible. For example, one can measure the approximate fraction of pores greater than a given size by means of porometry. Or, if using bubble point, one can use the inverse relationship between BP and maximum pore diameter to select a model such as log(cd) = a + b (1/BP). In practice, these are often not much different from the linear relationship with bubble point, unless the bubble point range approaches very low values. One limitation of the model log(cd) = a + b BP is that it implicitly assumes that retention is complete only at an infinitely high bubble point, and that no BP has a zero retention. If there are boundaries 46 BioProcess International MAY 2007

Table 1: Percent standard deviation of statistical methods at 99.9% retention confidence Simulation LRC* LR* PR* NBR* Ideal 2.5% 2.6% 1.9% 2.0% 1.5 3% Measurement 3.6% 3.1% 6.2% 2.7% Error 3 5% Measurement 9.0% 18.0% 25.0% 13.7% Error 3 5% Error + Dilution 1.2% 1.4% 16.7% 9.0% *LRC = linear regression with censoring; LR = linear regression; PR = Poisson regression; NBR = negative binomial regression for these two possibilities, one alternative model could take a form such as log(cd) = a + b [(BP min)/ (max BP)], where min = a minimum bubble point where retention is zero, and max = a maximum bubble point beyond which retention is 100%. Selecting a Method for Statistical Analysis: The next step is to select an analysis method that reliably estimates retention probability. Such a method must be applicable to the models developed above. It must reliably estimate retention in the important region where no downstream colony forming units are observed (filtrate is sterile) under a number of practical conditions, including retentive and nonretentive outcomes. presence of error in BP measurements some Cd values that are determined by diluting a small fraction of the filtrate either a linear or monotonic (smoothly increasing or decreasing) underlying relationship between bubble point and log(cd) Four statistical methods provide accurate and precise estimates under at least some of these conditions. They are LR: linear regression of log(cd) vs. bubble point, excluding results with zero Cd. LRC: linear regression with censored data similar to LR, but zero Cd is treated in the analysis as a censored outcome at log(cd) = 0. In this analysis, the interpretation is that the observed Cd is less than one, but some proportion of future results could be positive, to be estimated by the model. PR: Poisson regression of Cd = exp(a + b BP), where the residual error is assumed to derive from the Poisson variation of biological outcomes. When Cd equals zero, the data are included in the analysis. NBR: negative binomial regression, similar to PR, where the residual error is assumed to be larger than Poisson variation. Other methodological approaches had drawbacks that prevented their inclusion. For example, a simulation extrapolation method (SIMEX) is described by Carroll, Ruppert, and Stefanski (6). But quantitative knowledge of bubble point measurement error must be known to obtain accurate estimates by that technique. In practice, such information is not always available to the degree necessary for the method. Other approaches, such as orthogonal line fitting, have been attempted but are known to have drawbacks. A discussion of these and related methods can be found in Carroll et al. Evaluating Performance of the Statistical Model and Method: To evaluate performance of the models herein, I conducted a small simulation study, structured in the following way. Retention probability increased with BP Both retentive and nonretentive samples were included A moderately wide range of bubble points were included Of the four methods, LRC is the most ROBUST to various situations that can occur in practice. In all the scenarios, it maintained reasonable accuracy and precision while being slightly conservative. Bubble point measurements had errors Some nonretentive results may have required dilution to estimate downstream counts. These are conditions typically expected in membrane design evaluations. Specific inputs of the simulation are as follows. The simulated relationship between Cd and BP is log(cd) = 16 0.4 BP when measured without error. In this model, log(cd) = 3 at a BP of 47.5 ( psi, for this simulation). This corresponds to a 0.001 probability of a positive count, or a 0.999 probability of a retentive outcome. I will refer to this as the bubble point of 99.9% retention confidence (BP99.9). The BPs in the simulation data set range from 34 to 70 in increments of 1. This represents a larger quantity of samples than a typical study would include, but the larger simulation data set helps to illustrate the conclusions more clearly. The simulation consists of nine independent trials in which random Poisson counts are generated at each bubble point. Those runs are referred to as ideal runs, because measurement error has not been introduced into the bubble point. Nine additional runs are created by adding to each true bubble point a random error with mean of zero and standard deviation of one. This is an example of small to moderate measurement error (about 1.5% to 3% of the true value). Also, another nine runs are created by adding to each true bubble point a random error with mean of zero and standard deviation of two. That is an example of moderate to high measurement error (3 to 6%). Each statistical method is used in each run to estimate BP99.9. The average and percent standard deviation of the nine trials are calculated to obtain accuracy and precision estimates, respectively. To simulate dilution effects, an additional nine runs were constructed from the high measurement error data set, then supplemented with added data points between 20 and 33. In this range, the expected log(cd) exceeds 2.4 (or cfu exceeds about 250, a 48 BioProcess International MAY 2007

typical too numerous to count level in bacterial assays). A dilution factor is applied, and a random Poisson count is generated for the diluted sample, then multiplied by the dilution factor (10, 100, and so on). RESULTS SIMULATIONS In the ideal case (statistical model matches actual practice, wide range of data, no bubble point measurement error, no multiple dilutions required), all statistical methods tested provide reasonably accurate and precise results. The estimated BP99.9 with the PR and NBR methods are exactly on the target of 47.5 and just slightly above target at 47.9 for LR and LRC. Percent standard deviations of the estimates (Table 1) are 2.6% or less for all four methods. However, as measurement error is introduced, method performances start to change. In general, accuracy of BP99.9 estimates become more conservative (higher). Of the four methods, LRC and NBR methods stay closer to target. When BP measurement error is under 3%, all of the methods degrade only slightly, with estimates between 48 and 50. At higher measurement error, the LR and PR methods become over conservative, with BP99.9 estimates of 55 to 58. LRC and NBR continue to remain closer to target, at about 50 and 51, respectively. Precision also degrades with measurement error. At low measurement error, relative standard deviation of the PR method increases more than the other methods, climbing to about 6%, whereas the other methods are around 3%. At higher measurement error, the LRC method maintains a relative standard deviation under 10%, but the other methods range from 14% to 25%. In the scenario that includes higher measurement error and a wider range of bubble points that require dilution for evaluation of Cd (Figure 2, rightmost case), the performance ranking of the four methods changes. The additional data represent an advantage for the LRC and LR methods, which have estimates within 1% of target and precision of 1 1.5%. However, the change in error structure has a severe impact on the Figure 2: Log(Cd) versus bubble point simulation accuracy of simulation methods estimates from the PR and NBR methods, which are biased by over 20%, with precision of 10 15%. Although it is theoretically possible to construct a modified NBR method that adapts to the problems posed by sample dilution, it makes the method more complex. Of the four methods, LRC is the most robust to various situations that can occur in practice. In all the scenarios, it maintained reasonable accuracy and precision while being slightly conservative. Next in performance is NBR, which is best Figure 3: Log(Cd) versus bubble point from simulations; log(cd) = a + b BP under ideal conditions but suffers larger accuracy and precision penalties under more typical experimental conditions. LR can be equivalent to LRC if there are very few cases with zero cfu in the filtrate. However, it is usually desirable to have such cases to demonstrate membrane retention, and the LR method completely discards them. PR makes more restrictive assumptions than NBR and suffers a greater penalty when they are not met. In all cases, it is important to note that BP measurement error has detrimental effects on any model. 50 BioProcess International MAY 2007

Figure 4: Retention versus bubble point two membrane type examples Estimation and control of such variation is always highly recommended as a general principle. A final simulation exercise extends the potential of the top-performing LRC method to obtain reasonable estimates under an alternative model. In this scenario, a simulation was run using the alternative bounded model described earlier. The relationship between retention and bubble point was defined by log(cd) = 8 22.5 [(BP 20)/(100 BP)], with a BP99.9 target of 46.3 Again, nine trials were constructed in the same way as described above, including 3 5% measurement error and sample dilution. Figure 3 shows all data from this simulation. A line shows the overall fitted relationship between log(cd) and BP. For the bounded model, there is distinct curvature in the fit. When a second order polynomial is used as an approximation for the bounded model (shown in the figure), the estimated BP99.9 is 46.7, which is quite close to the target value of 46.3. The linear model has an estimated BP99.9 of 47.5. As with any model, there is opportunity for additional development. It is rather straightforward with existing commercial software to include cases where high Cd results are not enumerated and must be treated as censored. We have not attempted to fit the parameters of the bounded model in this body of work, but this would be an area of future interest and would require a combination of nonlinear curve fitting and ability to accommodate censored data. I have demonstrated the ability of appropriate statistical models to estimate retention confidence with reasonable accuracy and precision under realistic conditions. The final aspect of this work is to apply these results to actual membrane designs. RESULTS: MEMBRANE DESIGN EXAMPLES Figure 4 shows actual data from two membrane types. The membranes have different materials, formation process, chemistry, and cross-sectional structure. A range of bubble points was manufactured and tested for each membrane. The graphs show retentive and nonretentive outcomes. Both cases shows a significant linear relationship between log(cd) and BP (slope z-test; values < 0.001), with no indication of significant curvature (quadratic coefficient z-tests; p > 0.16). With membrane A, the estimated high confidence BP is about 49 psi. With membrane B, it is about 62 psi. The slopes of the log(count) and BP lines for both membranes are significantly different (z-test; p < 0.001). Both designs have been commercialized and have a successful bacterial retention track record. ACCURATE, PRECISE, AND ADAPTABLE A statistical analysis of filtrate bacterial counts (Cd) vs. bubble point (BP) enables estimates of retention confidence. The analysis is a linear regression between log(cd) and bubble point, in which retentive outcomes are handled as censored observations. These estimates are shown to be reasonably accurate and precise under conditions of measurement error and dilution effects. I compared estimates from a simulation with estimates from other statistical analyses that can provide accurate outcomes under a more limited range of conditions. The statistical analysis can be adapted for other models, such as a bounded model where complete retention and passage occur. Two examples of actual membrane results demonstrated that the model and analysis perform as expected. REFERENCES 1 Johnston P, Meltzer T. Comments on Organism-Challenge Levels in Sterilizing- Filter Efficiency Testing. Pharm.Technol. 3(11) 1979: 66 110. 2 ASTM International. F838-05 Standard Test Method for Determining Bacterial Retention of Membrane Filters Utilized for Liquid Filtration (2005); http://webstore.ansi.org/ansidocstore/ product.asp?sku=astm+f838-05. 3 Filtration in the Biopharmaceutical Industry. Meltzer T, Jornitz M, Eds. Marcel Dekker, New York, 1998. 4 US Food and Drug Administration. Guidance for Industry: Sterile Drug Products Produced by Aseptic Processing Current Good Manufacturing Practice (2004). http://www.fda. gov/cber/gdlns/steraseptic.htm. 5 Parenteral Drug Association. Technical Report No. 26: Sterilizing Filtration of Liquids (1998); https://store.pda.org/bookstore/ technicalreports.aspx. 6 Datta S, Redner S. Gradient and Percolative Clogging in Depth Filtration. Int. J. Mod. Phys. C. 9(8) 1998: 1535 1543. 7 Carroll R, Ruppert D, Stefanski L. Measurement Error in Nonlinear Models. CRC Press: Boca Raton, FL, 1995. Mark M. Blanchard is a consulting research and development statistician at Millipore Corporation, 80 Ashby Road, Bedford, MA 01730, Mark_ Blanchard@Millipore.com. MAY 2007 BioProcess International 51