Quantifying the size of earthquakes is a foundational task in seismology, and over the years several magnitude scales have been developed. Of these, only scales based on seismic moment or potency can properly characterize changes in event size without saturation. Here, we develop empirical potency–magnitude scaling relations for earthquakes in the western United States, allowing us to translate instrumental magnitude estimates into uniform measures of earthquake size. We use synthetic waveforms to validate the observed scaling relations and to provide additional insight into the differences between instrumental and physics‐based magnitude scales. Each earthquake in our catalog is assigned a clustering designation distinguishing mainshocks from triggered seismicity, along with a potency‐based magnitude estimate that is comparable to moment magnitude and that can be easily converted into other magnitude scales as needed. The developed catalog and associated scaling relations have broad applications for fundamental and applied studies of earthquake processes and hazards.

Magnitude is the most widely used and societally relevant earthquake source parameter. Larger earthquakes have overall greater damage potential, and thus an accurate characterization of earthquake size is of great interest to both seismologists and the public. Despite this fundamental importance, accurately measuring earthquake size is challenging because of the attenuation of seismic waves as they propagate from the earthquake rupture process at depth to geophysical sensors at the surface. Additional complications arise from the strong structural heterogeneities around faults and at shallow depths. These issues render it impossible to resolve fine details of earthquake ruptures, but robust information on the size of earthquakes can be obtained from analysis of low‐frequency seismic waves. In this article, we develop a unified earthquake catalog for the western United States, including uniform magnitude estimates derived from seismic potency—a fundamental source parameter (the product of fault area and average slip) that controls the amplitude of low‐frequency seismic waves.

Over the years, numerous techniques have been developed to measure earthquake size. In pioneering work, Charles Richter (1935) defined a measure of earthquake size by correcting for the systematic decay with distance of waveform amplitudes recorded on Wood–Anderson seismometers in southern California. The measurement, now called local magnitude (ML), is still widely used by regional monitoring networks due to its simplicity and applicability to small and frequently recorded earthquakes. Building on this work, Beno Gutenberg demonstrated how body‐ (Gutenberg, 1945a) and surface‐wave (Gutenberg, 1945b) amplitudes could be analyzed similarly but at greater distances to create body‐ and surface‐wave magnitude scales (Mb and Ms) of particular relevance for larger earthquakes. For small earthquakes, it can sometimes be advantageous to use duration rather than amplitude as a basis for calculating magnitude, with coda duration magnitudes (MD) being the most popular such metric (Aki, 1969; Herrmann, 1975; Bakun and Lindh, 1977). For any magnitude scale, it is important to recognize that different monitoring agencies can have different data processing procedures or apply different empirical correction functions, which can lead to slight differences in the magnitude estimates depending on the authors; see Bormann and Dewey (2014) for a detailed review.

Despite their utility, all these metrics are instrumental magnitudes derived from properties of seismic records that only indirectly correspond to properties of the earthquake source. This correspondence is imperfect because all instrumental magnitudes are known to saturate, failing to increase in parity with increases in earthquake size (Kanamori, 1977). For this reason, the community has moved to a preference for magnitudes derived from seismic moment M0, which is a parameter with units of energy defined as the product of a nominal rigidity, fault area, and average slip (e.g., Aki, 1972). Kanamori (1977) used empirical energy scaling relations to define a moment magnitude parameter Mw that can be written as
with M0 measured in dyn·cm. Building on this work, Hanks and Kanamori (1979) defined a related moment magnitude parameter M based on the coincidence of magnitude scales for moderate‐to‐large earthquakes as

There is a slight difference in these two definitions of moment magnitude, as MwM0.0333. In this work, we use equation (1) and the notation Mw to define moment magnitude.

Direct estimation of Mw is often challenging for smaller earthquakes due to the requirement for sufficient signal‐to‐noise ratios at the long periods used in waveform inversions. As a result, many earthquake catalogs contain a mixture of different magnitude types, with local and duration magnitudes (ML and MD) dominant for small events and moment magnitudes (Mw) prevalent for large ones. This heterogeneity can be problematic, particularly for interpreting earthquake statistics, frequency–magnitude distributions, and scaling of ground motion with magnitude, all of which are central to seismic hazard analysis (e.g., Herrmann and Marzocchi, 2020).

The objective of this study is to develop a uniform, physics‐based, and self‐consistent catalog of event sizes for historic and modern earthquakes in the western United States. To do this, we leverage the data from the U.S. Geological Survey’s (USGS) Comprehensive Catalog (ComCat), for which many individual events have multiple magnitude estimates of distinct types, allowing us to develop empirical relations between different magnitude types. We validate these magnitude scaling relations with synthetic waveforms generated via the stochastic method (Boore, 2003), for which the earthquake size is known by definition and various measures can be readily extracted for comparison. Our work extends classic research on magnitude scaling relations (e.g., Thatcher and Hanks, 1973; Bakun, 1984; Hanks and Boore, 1984) but with a greatly expanded sample of data.

In this work, we use seismic potency P0, which has units of volume (e.g., Ben‐Zion, 2003), as our target size parameter. The more commonly used seismic moment M0 is given by P0 multiplied by an assumed rigidity at the source. However, the definition of seismic moment can be ambiguous because rigidity can change discontinuously across faults, and elasticity breaks down in rupture zones, making the rigidity at the source ill‐defined for earthquakes. Moreover, observed ground motions can be fully parameterized in terms of motions at the boundaries of the source volume that propagate from there in the form of elastic waves. The failure processes and rigidity in the source volume are completely accounted for by their action at the boundaries, so the nominal rigidity used to define M0 is an extra parameter that can create ambiguity in source characterization (Ben‐Zion, 1989, 2001).

This study provides self‐consistent and physics‐based estimates of both potency‐ and moment‐based earthquake magnitudes in the western United States that can be used for various research topics. For example, Mueller (2018) described a methodology for compiling a uniform earthquake catalog for the 2023 United States National Seismic Hazard Map using magnitude conversion relations derived from Utsu (2002) based on a legacy compilation of global data. The conversion relations developed in this study could be easily incorporated for this purpose and are based on a much larger and updated compilation of data specific to the western United States. As shown subsequently, the data require conversion relations that are quadratic rather than linear as is often assumed.

We analyze earthquake magnitude estimates listed in the USGS’s ComCat. Our study region encompasses the continental western United States (longitudes: from −128.0° to −109.0°, latitudes: 31.0° to 49.5°) from January 1950 to June 2024. For each unique event, ComCat lists a preferred origin and magnitude estimate, and we focus on events with preferred magnitudes 2.0 and greater (314,925 events in total). The preferred magnitudes are highly variable in type (Fig. 1); most small events list ML or MD as the preferred magnitude, whereas Mb, Ms, and Mw are increasingly prevalent for larger events (ComCat uses equation 1 and not equation 2 to define moment magnitude). The frequency–magnitude statistics depend on the type of magnitude used in the data compilation, as noted in previous studies (e.g., Shelly et al., 2021). This variability compromises any characterization of magnitude statistics; it is remarkable that mixing all these distributions, as is done in many studies, leads to an approximate power‐law distribution over most of the magnitude range.

Our purpose here is to unify these data via a magnitude scale based on seismic potency. To do this, we use the multiple magnitude estimates for individual events in ComCat, obtained from different sources or different methods, to develop statistical relations that connect different magnitude types. For example, to obtain a conversion relation between moment and local magnitude, one could focus on the subset of events with at least one magnitude estimate of both types. Our approach focuses on developing scaling relations for seismic potency P0 in log units (Ben‐Zion and Zhu, 2002; Ross et al., 2016) and then reporting uniformly log10P0 and related magnitudes. The scaling relations between log10P0 and other magnitude scales can be used to derive those magnitudes in situations where this is desirable. In general, there will be a different potency scaling relationship for each magnitude type. We present the method in detail for ML versus log10P0 subsequently; scaling relations for other magnitude types are shown in the supplemental material available in this article.

To develop the potency–magnitude scaling relation, we begin by compiling Mw and ML estimates for all events in the dataset that contain at least one estimate of both magnitude types. Because Mw can only be reliably estimated for moderate‐to‐large events, this dataset only includes events of this size range. Some events contain more than one estimate of Mw or ML, and in these cases, we take the preferred ComCat value if available (i.e., if Mw or ML is the preferred magnitude type) and the median value otherwise. With the selected magnitude estimates in hand, we transform Mw into moment (in units of dyn·cm) and then compute potency using the following relations (e.g., Ben‐Zion, 2003):

We assume a nominal rigidity μ of 36 GPa consistent with average crustal values used in regional moment tensor inversions for earthquakes in the western United States (e.g., Ichinose et al., 2003). The units of potency here are centimeters per square kilometer, a convenient choice because most earthquakes in the dataset have average slips and fault areas of the order of centimeters and square kilometers, respectively. The value of 11 on the right side of equation (4) accounts for the unit conversion from M0 in dyn·cm.

Next, we use linear regression techniques to develop statistical relations between log10P0 and ML. To prevent small earthquakes (which are more frequent) from dominating the model fit, we first bin the data by magnitude and compute the median potency and magnitude value in each bin. Analyzing the median trends rather than individual data points also improves the robustness of the results, given that the magnitude estimates (especially for nonpreferred magnitudes) can be highly uncertain. We fit the binned data to a quadratic model of the form:
using orthogonal distance regression (Boggs and Rogers, 1990) to account for uncertainties in both ML and log10P0 values. Uncertainties in the fit are obtained from bootstrap resampling the data and rebinning 10,000 times (Efron and Tibshirani, 1994).

Though there is considerable scatter from event to event, we observe a systematic increase in median seismic potency values (parameterized as log10P0) with local magnitude ML (Fig. 2). This trend is nonlinear but is well described by the quadratic model of equation (5), with the local slope of the fitted model (c1+2c2ML) increasing from ∼1.0 at ML 3.5 to ∼2.0 at ML 6.5. This steepening of the curve can be interpreted in terms of magnitude saturation: any instrumental measure of earthquake magnitude derived from a finite‐frequency band will fail at some event size to capture true increases in earthquake magnitude (Kanamori, 1977). The change in the local slope may also reflect at least partially a transition in the physics governing small and large events (Ben‐Zion and Zhu, 2002). It is difficult to comprehensively compare our model to previous studies on magnitude scaling relations because the underlying data and functional forms of the models differ. However, a slope of order 1.5 seems to be the general consensus for moderate earthquakes (Thatcher and Hanks, 1973; Bakun, 1984; Ben‐Zion and Zhu, 2002) and is also consistent with the definition of Mw. Because our data are concentrated between ML 3.5 and 6.0, the uncertainties in the model predictions become large outside this range (Fig. S1). In particular, although the potency–magnitude scaling fit well by quadratic function within this range of event sizes, extrapolation of the model beyond these bounds may not be viable. We discuss this issue in greater detail subsequently.

The USGS ComCat catalog features several different preferred magnitude types; therefore, it is desirable to generalize this analysis to include other magnitude scales. We repeat this same basic procedure for MD, Mb, and Ms (Fig. S2), with corresponding model coefficients and uncertainties listed in Table 1 alongside those for ML. Similar to the results for ML, we observe that the scaling of MD with potency is best described by a quadratic model that steepens (saturates) with increasing magnitude. In contrast, for Mb and Ms, the potency–magnitude scaling is well described by a linear model, though the Ms relation is more precise (Fig. S2). The approximately constant slope (lack of saturation) for Mb and Ms is likely an observational bias because there are very few of the large (Mw 7–8) events in our dataset where changes in slope could become clear.

The scaling of instrumental magnitudes with seismic potency (or more commonly, moment) is a classic problem in seismology that we revisit in this study, armed with a large data set that spans a broad range of event sizes. Hanks and Boore (1984) developed a conceptual model of the scaling of local magnitude and seismic moment in terms of the natural frequency of the Wood–Anderson seismograph (fs), the corner frequency of the earthquake (f0), and near‐surface attenuation (fmax). They identified three regimes: (1) for large earthquakes with f0 much less than fs, the scaling should be log10M03.0ML, (2) for moderate earthquakes for which f0 is much greater than fs but less than fmax, the scaling should be log10M01.5ML, and for small earthquakes with f0 greater than fmax, the scaling should be log10M01.0ML. Our results are qualitatively compatible with this model; the slope of the scaling for small earthquakes is about 1 and increases systematically with event size. However, the steepest possible scaling compatible with the data is ∼2.0–2.4 for large events (Fig. 2, Fig. S1), never approaching the hypothesized value of 3.0. Hanks and Boore (1984) noted a similar trend in their dataset but attributed it to lack of observations; revisiting this problem 40 yr later with a much‐expanded catalog makes this explanation less compelling.

To study this problem further, we generated synthetic waveforms from earthquakes of known potency using the stochastic method (Boore, 1983), for which each synthetic waveform is a random realization of the target spectrum that combines modeled source, path, and site effects on ground motion. Here, we use a seismological model emulating the work of Yenier and Atkinson (2015) that includes a non‐self‐similar, generalized double‐corner model of the source spectrum, a transition from body‐ to surface‐wave geometric spreading with distance, frequency‐dependent attenuation, and both site amplification and attenuation effects (see Text S1 for additional details). Hanks and Boore (1984) applied a similar approach but with a simplified parameterization of source, site, and path effects. A major advantage of the Yenier and Atkinson (2015) model parameterization is that it was calibrated to match ground motion observations of the California earthquakes that comprise most of our dataset, lending confidence to its application in this context (see also Fig. S3). The stochastic simulations are designed for class B/C site conditions; we neglect here the amplification of individual sites relative to this reference condition because we are mainly interested in magnitude scaling.

We generate synthetic waveforms for Mw 2–7 earthquakes at a range of distances up to 300 km, convert the acceleration time series into Wood–Anderson displacement and derive ML from the peak amplitude corrected for distance (Hutton and Boore, 1987). The results, aggregated across hundreds of thousands of simulations, are presented in Figure 3. The scaling of log10P0 with ML is quadratic with comparable scaling coefficients, if slightly steeper, than the model coefficients obtained from observational data (Fig. 2). Although the stochastic method assumes a simplified representation of the earthquake process, it provides a useful conceptual basis for understanding the magnitude scaling of ground motion observed in nature. In particular, it is noteworthy that saturation effects for ML can be replicated using existing seismological models of source, path, and site effects without modification.

An important outcome of this study is the capability to develop a uniform set of magnitude estimates derived from seismic potency for earthquakes in the western United States. To do this for our ComCat dataset, we estimate potency either directly from moment when possible or using the scaling relations listed in Table 1 applied to the ComCat preferred magnitudes. About 5% of events list a preferred magnitude type other than ML, MD, Mb, Ms, or Mw. Nearly all of these are small events with “helicorder” magnitudes that we assume for these calculations approximate ML. Rather than extrapolate our quadratic models for ML and MD beyond the support of the fitted data (i.e., below magnitude ∼3.5), we assume a transition from quadratic to linear scaling of log10P0 with magnitude for small earthquakes (see Table 1 for details). This assumption is consistent with the conceptual model of Hanks and Boore (1984) and also with the work of Ross et al. (2016), who observed a linear scaling for small earthquakes in the San Jacinto fault zone. Similarly, for Mb<4, we first convert to ML (Fig. S4) and apply the appropriate relation to estimate potency. Though beyond the scope of this study, future efforts could be dedicated to refining potency–magnitude scaling relations for small earthquakes.

With potency values estimated for all earthquakes following this procedure, we can define a potency magnitude MP by combining equations (3) and (4):
in which potency is measured in centimeters per square kilometer. By design, MP is equivalent to Mw (equation 1), assuming that a rigidity μ0 of 36 GPa is used in the calculation of M0. For other choices of μ, MP can be easily converted into Mw by shifting according to the assumed rigidity μ:

For many applications, this adjustment is likely to be small, and thus MP and Mw could be used interchangeably. Unlike instrumental magnitude scales, the MP and Mw magnitudes do not saturate and can be used in applications for which a uniform and physically consistent magnitude scale is desired. Alternatively, if one desires estimates of instrumental magnitudes like ML, it is possible to invert the developed scaling relations to translate potency into the magnitude type of interest. For convenience, we provide conversion relations from log10P0 and MP to different magnitude scales in Table 1. The catalog also includes clustering designations for each earthquake based on the nearest‐neighbor method (Zaliapin and Ben‐Zion, 2013), which can be useful for some applications.

It is illuminating to compare the frequency–magnitude distribution for MP with the equivalent distribution of preferred magnitudes listed by ComCat (Fig. 4). The two distributions are similar for larger events but differ markedly for smaller earthquakes where the ComCat preferred magnitude systematically underestimates MP. The apparent simplicity of the ComCat magnitude distribution (Fig. 1) obscures the more complex magnitude distribution revealed when this bias is corrected. This has important implications for calculating parameters like the b‐value, which assumes an underlying exponential distribution and depends on the mean magnitude above the completeness level of the catalog, so is more sensitive to the frequently occurring small events than the infrequent large ones. Assuming a conservative completeness magnitude of 3.5, the maximum‐likelihood estimate of the b‐value (Bender, 1983) is 0.90 (±0.02) when using the heterogeneous set of ComCat preferred magnitudes, compared to 1.07 (±0.02) when using the uniform magnitude MP. Although the numerical difference between these b‐value estimates is relatively small, the consequences are important for any statistical parameterization of earthquake processes, including those used in hazard calculations.

Although potency is a desirable metric for parameterizing earthquake size, it is important to acknowledge several current limitations of our study. First, our potency scaling relations were derived from moment estimates in which the assumed rigidity was not documented. To our knowledge, all moment tensor inversion codes used operationally within the western United States assume an effective rigidity in the 30–40 GPa range. The difference between these two extremes translates into an epistemic uncertainty of ±0.06 log units of potency (±0.04 MP), which could be remedied with clearer documentation in moment tensor solutions. Second, there is a scarcity of small‐magnitude data in ComCat with which to develop potency scaling relations. Dedicated studies focused on obtaining potency estimates for small earthquakes (e.g., Ross et al., 2016) could improve the resolution beyond our present means. Third, we neglect regional variations within a given magnitude type (e.g., estimates of ML published by different monitoring agencies) because these differences are typically smaller and less systematic than the differences between magnitude types, but further studies could investigate this issue in greater detail. Finally, it is important to recognize that potency, even if accurately estimated, only captures the product of fault area and average slip. Earthquakes of equivalent size can produce different ground motions due to different stress drops, rupture velocities, directivity, or other dynamic effects that are not represented by seismic potency (or moment) measurements. We may never be able to characterize all properties of individual earthquakes with perfect accuracy. But we can better represent and quantify the important processes, statistics, and hazards related to earthquakes by better understanding scaling relations between physics‐based and instrumental magnitude measurements.

Earthquake catalog data for this study were obtained from the U.S. Geological Survey (USGS) Comprehensive Catalog (ComCat; https://earthquake.usgs.gov/earthquakes/search/) using the Python library libcomcat (https://code.usgs.gov/ghsc/esi/libcomcat-python). Stochastic method simulations were conducted using Python scripts written by the authors and benchmarked against ground motion simulation system (GMSS, https://github.com/Y-Tang99/GMSS1.0). The catalog produced in this study is archived on Zenodo (doi: 10.5281/zenodo.12554989). All websites were last accessed in July 2024. The supplemental material includes a detailed description of the stochastic method implementation used to generate synthetic waveforms, and four additional figures that support the results presented in the main text.

The authors acknowledge that there are no conflicts of interest recorded.

The article benefitted significantly from thoughtful and constructive reviews by G. Atkinson and R. Graves, as well as comments from Associate Editor S. Gibbons and Editor‐in‐Chief K. Koper. The authors thank C. Kreemer for discussions on seismic and geodetic potency scaling relations, and A. Patton and B. Savran for suggestions on the figures. The study was supported by the National Aeronautics and Space Administration (NASA) Award Number 80NSSC24K0736 and the Statewide California Earthquake Center (SCEC) Award Number 24169. SCEC is funded by NSF Cooperative Agreement EAR‐2225216 and USGS Cooperative Agreement G24AC00072‐00).

Supplementary data