Extreme Treatment Effect: Extrapolating Dose-Response Function into Extreme Treatment Domain
Abstract
:1. Introduction
2. Problem Statement, Notation and Preliminaries
2.1. Classical Assumptions
- Unconfoundedness: Given the observed covariates, the distribution of treatment is independent of the potential outcome. Formally, we have , where denotes the independence of random variables.
- Positivity: for all , where represents the conditional density function of the treatment given the covariates.
2.2. Extreme Value Theory
3. Our Tail Framework
3.1. Assumptions
3.2. Adjusting Only for
3.3. Model for the Conditional Expectation of Y Given a T
4. Inference and Estimation
- Estimate :
- Choose .
- Estimate the covariant-dependent threshold using a quantile regression, that is, estimate q-quantile of .
- From now on, restrict our inference on the observations from .
- Estimate in the tail model, that is, estimate from the data points in S in the model, where
- Estimate or using :
- Estimate in model (5) from the data points in S (that is, we only consider ).
- Return or .
5. Illustration and Experiments
5.1. Simple Example
5.2. Simulations
- Investigating how our method scales with respect to the dimension of the confounders .
- Comparing our method with classical methods from the literature.
- Expanding upon the simple example introduced in Section 5.1, wherein we evaluated performance across various dependence structures (employing different copulas), sample sizes, and a spectrum of causal effects.
- Examining the presence of a hidden confounder affecting both T and Y.
- Focusing on variations in the function .
6. Application: River Discharge Dataset
6.1. Known Ground Truth
6.2. Effect of Precipitation on River Discharge
- Time issue: but also since it takes time for the rain water to reach the river and rain tends to be more frequent around midnight. In fact, correlation (and extreme correlation coefficient as well, see Figure A11) is much higher for a pair () than for (). The extreme storm on 6 June 2002 corresponded to extremely high river discharge on 7 June 2002 (where Y was about five times larger than on 6 June 2002). Hence, our interest lies in the effect (that is, we consider as precipitation on day i while is the discharge on day ). Additionally, the presence of time introduces an auto-correlation issue. This can be handled by taking for example weekly maxima or discarding consecutive observations within a certain time frame to reduce the auto-correlation effect. Alternatively, applying techniques like time series decomposition, differencing, or using autoregressive models can also mitigate the issue of auto-correlation in the data analysis process. We leave the data unchanged since the temporal dependence is primarily local, spanning only a few days, and does not introduce a substantial bias.
- Variable selection issue: choosing appropriate confounders that act as confounders of Y and T. It is not clear which variables can be safely considered as confounders: if a variable X lie on a path , adjusting for X would lead to so-called path-canceling causal effect [65]. Here, we are interested in the so-called total causal effect, so we need to be cautious of which covariates to adjust for. However, not adjusting for a common cause leads to a bias. Moreover, there is often a feedback loop: for for example humidity or temperature. However, some of the variables can be safely considered as common causes: for example, the temperature on Sunday (the day before measuring precipitation). There is a huge amount of literature for such a variable selection, and we do not aim to comment on this research area—we only provide a full list of chosen confounders in Appendix C.
7. Conclusions and Future Work
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Appendix A. Application 2—Concrete Compressive Strength
Appendix A.1. Main Analysis
- Given a concrete mixed with and for some specific value of , if we intervene and change T to , what effect on concrete compressive strength can we expect? Using the potential outcome notation, the quantity of interest is . Note that (we do not observe the blast furnace slag larger than 359, and there is no observation in the interval ), and hence, we have zero data in such an extreme region. We aim to answer this question for a choice where (the observation corresponding to ).
- How would an extreme increase in T change Y for an ‘average’ concrete (on a population level, i.e., integrating over the covariates)? Using the potential outcome notation, the quantity of interest is .
Appendix A.2. Detailed Computations of the Estimates
Appendix A.3. Discussion about the Results Regarding Different Threshold q
Appendix A.4. Discussion about the Assumptions
- Assumptions 1 and 3 are considered minor. As mentioned in Section 2, Assumption 1 is satisfied for most common distributions, and similar model assumptions are imposed in almost all applications utilizing extreme value theory. Assumption 3 appears to be satisfied, as there is no specific range of values in the support of T that has zero probability of occurring.
- Assumption 2 is a common and challenging aspect of every causal inference methodology. While our assumption is weaker than the classical unconfoundness assumption (requiring no hidden confounder in the tail), complete rejection of the possibility of its violation is unattainable. A potential hidden confounder could be the ‘quality of ingredients’. If the quality is low, engineers might tend to use excessive amounts of T in the mixture, potentially leading to spurious dependence between large T and low Y. However, in this case, it seems plausible that this hidden dependence due to low ingredient quality does not introduce a substantial bias. Expert knowledge is required to ensure the validity of this assumption.
- Assumption 4 is a strong assumption that allows us to extrapolate observed values into the extremal region. However, this assumption (or at least some similar model assumptions) is necessary; estimating from observed values is not feasible otherwise. In essence, Assumption 4 asserts that the relationship between T and Y (given other confounders) is linear in the unobserved region below . Since there is no other reason to believe that this relationship has any particular form, a linear assumption seems to be the most suitable choice. Although this assumption is strong, it is hypothetically possible to test by measuring values with .
Appendix B. Simulations
- Appendix B.1 provides insight into how our method scales with the dimension of the confounders .
- Appendix B.2 compares our method with classical methods from the literature.
- Appendix B.3 extends the simple example presented in Section 5.1, evaluating performance across different dependence structures (various copulas), sample sizes, and a range of causal effects.
- Appendix B.5 focuses on variations in the function and assesses the extent to which our method can extrapolate into the ‘extreme’ region.
Appendix B.1. Simulations with a High Dimensional X
- Let and be fixed numbers at the beginning of the simulations.
- Consider being centered Gaussian vector with for all and .
- Let , where is distributed according to either , , or .
- Let , where is defined in (A1) with hyper-parameters and where .
Appendix B.2. Comparison with Classical Methods
Appendix B.3. Dependence, Sample Size and the Causal Effect
- T is generated in such a way that the marginal distribution of T follows an exponential distribution with a scale parameter of 1, and the dependence structure between and T follows a Gumbel copula with parameter .
- The response variable Y is generated as follows:
Appendix B.4. Simulations with a Hidden Confounder
Appendix B.5. Simulations with Varying Extremal Region
True . | ||||
---|---|---|---|---|
Appendix C. River Data Application
Appendix C.1. Simple Illustration with Known Ground Truth
- Total precipitation (daily);
- Total precipitation during the previous 7 days;
- Daily maximum of air temperature 2 m above ground;
- Daily maximum of relative air humidity 2 m above ground;
- Daily mean of vapor pressure 2 m above ground;
- Daily maximum of pressure reduced to sea level;
- Daily total of reference evaporation from FAO.
Appendix C.2. Effect of Precipitation on River Discharge
Appendix C.2.1. Choice of Variables
- River discharge on day ;
- Precipitation in the corresponding meteo-station on day ;
- Total (sum) precipitation during the previous 7 days (days );
- Daily maximum of Air temperature 2 m above ground on day i;
- Daily maximum of Relative air humidity 2 m above ground on day i;
- Daily maximum of Pressure reduced to sea level on day i;
- Daily total of Reference evaporation from FAO on day i.
Appendix C.2.2. Computation of
- Using a very straightforward approach where we model the data generating process of Y using a linear structural equation model and return the least square estimate of .
Appendix D. Consistency, Bootstrap and Its Asymptotics
Appendix D.1. Bootstrap
Appendix D.2. Simplifying Assumptions
- (A)
- (Causality justification) Consider Assumptions 1, 2 and 4 to be valid.
- (B)
- (Step 2 convergence) , and satisfy Grenander conditions (this is a minor assumption assuring that the matrix of observations have a full rank with probability tending to one. See Table 4.2 in [73]).
- (C)
- (Step 1 convergence) We assume that conditions R1, R2, and R3 from [74] are satisfied. That is, is positive semi-definite, has a compact support with existing and finite quantile densities , where , .
- (D)
- (Linearity) Assume that functions , are linear, functions are constant and that we employ linear regression for the estimation of the parameters.
- Choose ,
- (Step 1) Estimate by minimizing where .
- (Step 2) We estimate using least squares in a model
- We output (see (A4)).
Appendix D.3. Consistency
- Assume that θ, α, and β are continuous functions, and suppose we employ consistent estimators for θ, α, and β. For instance, the Generalized Additive Model (GAM) estimator [51] has been shown to be consistent under specific smoothness conditions.
- Let be chosen such that the distribution of follows for all , where is assumed to be compact.
- (In other words, is large enough such that the -quantile of is larger than t.);
- It holds that
- It holds that
- ;
- ;
- The first bullet-point is a trivial consequence of the assumption .
- The second bullet-point is a trivial consequence of Lemma 2 together with Assumption D.
- The third bullet-point is a trivial consequence of Assumptions 4 and D;
- The fourth bullet-point follows from a well-known consistency of . It is well known that for a fixed quantile q, the maximum likelihood estimator is consistent and even asymptotically normal (see, e.g., Theorem 4.1 in [68], noting that we assume continuous T and finite second moments of ). However, quantile q is not fixed and is increasing with the sample size with the speed and . This is a well-known generalization of quantile regression known as ‘intermediate order regression quantiles’ or ‘moderately extreme quantiles’ [75] and is as consistent and asymptotically normal under Assumption C (see Theorem 5.1 in [74]).
- The fifth bullet-point: For a moment, fix . It is an elementary knowledge that the estimation of using least squares in a model (A6), where is fixed, consistent, and even asymptotically normal under conditions , , ) satisfying Grenander conditions and the sample-size (see, e.g., Lemma A2). Observe that least squares estimate is linear in , that is, if we express explicitly, we obtain , where is a coefficient in a linear model corresponding to (A9) (where T is assumed to be larger than implicitly). Finally, using this observation, we can replace the fixed value of by a random , and we still obtain . Since by increasing n we can make arbitrarily accurate with arbitrarily large probability, the same holds for . In the following paragraph, we present an an illustration of the linearity of in for . An explicit expression of as a function of and our data is the following:
Appendix D.4. Bootstraps Correctness
- E.
- Assume that is consistent (which holds for example under assumptions A,B,C,D).
- F.
- We compute from the first data points, and we compute from the remaining data points.
- G.
- In the computation of the set S, we assume that is known and non-random; that is, instead of .
- H.
- Assumption of Theorem 3 in [76] are satisfied; that is, is non-singular matrix, the conditional density of given , denoted as f, satisfies whenever for some positive numbers , . Finally, there exists some function G such that for all and
Appendix E. Proofs of Lemmas 1 and 2
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True | Gaussian | Exponential | Pareto |
---|---|---|---|
Our Method | Bia et al. [60] | Kennedy et al. [11] | HI with GAM [36] | IPTW [62] | |
---|---|---|---|---|---|
0.18 | 0.68 | 0.64 | 0.42 | 3.89 | |
0.48 | 0.81 | 0.65 | 0.67 | 5.69 | |
0.79 | 0.92 | could not handle | 0.92 | 4.70 |
Truth: | Stations | Stations | Stations | Stations |
---|---|---|---|---|
Truth Unknown | Station 1 | Station 2 | Station 3 | Station 4 | Station 5 |
---|---|---|---|---|---|
* |
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Bodik, J. Extreme Treatment Effect: Extrapolating Dose-Response Function into Extreme Treatment Domain. Mathematics 2024, 12, 1556. https://doi.org/10.3390/math12101556
Bodik J. Extreme Treatment Effect: Extrapolating Dose-Response Function into Extreme Treatment Domain. Mathematics. 2024; 12(10):1556. https://doi.org/10.3390/math12101556
Chicago/Turabian StyleBodik, Juraj. 2024. "Extreme Treatment Effect: Extrapolating Dose-Response Function into Extreme Treatment Domain" Mathematics 12, no. 10: 1556. https://doi.org/10.3390/math12101556
APA StyleBodik, J. (2024). Extreme Treatment Effect: Extrapolating Dose-Response Function into Extreme Treatment Domain. Mathematics, 12(10), 1556. https://doi.org/10.3390/math12101556