PRESENT-DAY LOADING RATE OF SOUTHERN SAN ANDREAS AND EASTERN CALIFORNIA SHEAR ZONE FAULTS FROM GPS GEODESY by Joshua C. Spinler A Prepublication Manuscript Submitted to the Faculty of the DEPARTMENT OF GEOSCIENCES In Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE In the Graduate College THE UNIVERSITY OF ARIZONA 2008 JOURNAL OF GEOPHYSICAL RESEARCH, VOL. ???, XXXX, DOI:10.1029/, 1 2 3 Present-day loading rate of southern San Andreas and eastern California shear zone faults from GPS geodesy 1 1 2 Joshua C. Spinler, , Richard A. Bennett, , Megan L. Anderson, , and Sigrún 1 Hreinsdóttir, J.C. Spinler, Department of Geosciences, University of Arizona, Tucson, AZ 85721-0077, USA (jspinler@email.arizona.edu) 1 Department of Geosciences, University of Arizona, Tucson, Arizona, USA. 2 Department of Geology, Colorado College, Colorado Springs, Colorado, USA. D R A F T August 13, 2008, 3:02pm D R A F T X -2 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 4 Abstract. We present new results from a dense network of Global Po- 5 sitioning System (GPS) stations located in the eastern Transverse Ranges 6 Province (ETR), a transition zone between the southern San Andreas fault 7 (SSAF) and eastern California shear zone (ECSZ). We determined crustal 8 velocities at 68 sites using data from a new 24-station campaign network, 9 37 nearby continuous stations from the SCIGN and PBO networks, and 7 10 campaign sites from within the San Bernardino Mountains. The Joshua Tree 11 Integrated Geodetic Network (JOIGN) campaign data set consists of seven 12 multi-day measurement campaigns conducted each May, September, and Febru- 13 ary over the ∼2.0 year period from September 2005 to September 2007. We 14 combined the JOIGN and other campaign data from 2005 to 2007 with the 15 continuous data for the period of 1994 to 2007. We used the GPS-determined 16 site velocity estimates to constrain elastic loading rates for four fault-block 17 scenerios. For all models, we estimated relative block motions accounting for 18 elastic strain on locked faults using weighted least squares such that com- 19 mon mode rotation and translation attributable to reference frame uncer- 20 tainty contribute no power to the misfit. We tested models that represent 21 the Pinto Mountain and Blue Cut faults of the ETR, a new NNW striking 22 fault (the ”Landers-Mojave earthquake line”) that cuts obliquely across the 23 ETR and Mojave Desert faults, and models including various combinations 24 of these end-member fault-block models. All models produce fault loading 25 rate estimates for the SSAF that are consistent with the majority of estimates 26 for intermediate- and short-term fault slip rates based on tectonic geomor- DRAFT August 13, 2008, 3:02pm DRAFT X-3 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 27 phology and paleoseismology, respectively. However, our slip rate estimates 28 of 5-22 mm/yr are markedly different from the overall average (∼5 Ma) slip 29 rate of 30 mm/yr. ECSZ, in contrast, rate estimates based on geology and 30 geodesy disagree on all time-scales. Constructive and destructive interfer- 31 ence of strain fields associated with the major faults comprising complex fault 32 systems results in strain rate patterns that can equally well be explained by 33 minor or umapped faults if geodetically determined velocity gradients are 34 associated with patterns of seismic energy release independent of mapped 35 faults. D R A F T August 13, 2008, 3:02pm D R A F T X-4 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 1. Introduction 36 Potential for a magnitude ≥7.5 earthquake is generally regarded as high along the south- 37 ernmost San Andreas fault (SSAF) zone in southern California (Sykes and Seeber, 1985; 38 Working Group on California Earthquake Probabilities, 1995; Bennett et al., 1996; Fi- 39 alko, 2006). Simulated ground shaking assuming rupture of the Coachella Valley and San 40 Bernardino strands of the fault during a single great earthquake demonstrate significant 41 hazards for major population centers in San Bernardino and Los Angeles counties (Olsen 42 et al., 2006). However, two of the largest southern California earthquakes in the past 43 several decades, the 1992 Mw 7.3 Landers and 1999 Mw 7.1 Hector Mine earthquakes, oc- 44 curred instead in the Mojave Desert portion of the eastern California shear zone (ECSZ) 45 adjacent to the southern San Andreas fault. One interpretation of these events, and other 46 smaller events such as the 1947 Mw 6.5 Manix, 1948 Mw 6.0 Desert Hot Springs, 1986 Mw 5.6 47 North Palm Springs, and the 1992 Mw 6.1 Joshua Tree and Mw 6.5 Big Bear earthquakes 48 (Figure 1), is that they represent a natural, but rather diffuse component of the deforma- 49 tion cycle characterizing the plate boundary zone (e.g., Press and Allen, 1995; Seeber and 50 Armbruster, 1995). According to this view, this spatially-diffuse, temporally-intermittent 51 seismicity does not contribute appreciably to the long-term pattern of deformation which 52 is dominated by infrequent large to great earthquakes on the main plate boundary struc- 53 tures such as the SSAF. If correct, contemporary seismic hazard along the southern San 54 Andreas fault, which has not ruptured in recent time, would be considered high depending 55 on the rate at which elastic strain is accumulating on the fault. On the other hand, the 56 pattern of recent earthquakes has stimulated vigorous discussion of alternative models D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X-5 57 for plate boundary kinematics involving present-day reorganization of the SSAF-ECSZ 58 system (Nur et al., 1993; Du and Aydin, 1996; Li and Liu, 2006), consistent with a reduc- 59 tion of slip rate on the portion of the fault zone between Cajon Pass and Biskra Palms. 60 If new ECSZ faults are forming at the expense of this portion of the San Andreas fault 61 zone, the likelihood of a throughgoing rupture involving both the Coachella Valley and 62 San Bernardino segments may need to be reconsidered. Moreover, geological observations 63 pertaining to time scales of millions of years would have little bearing on contemporary 64 seismic hazards associated with the greater San Andreas fault system. 65 Important tests of these competing hypotheses can be obtained from a detailed un- 66 derstanding of the recent slip history of the SSAF and adjacent fault zones. Slip rate 67 is an important parameter for active tectonics in large part because the rate at which 68 slip accrues is a function of the frequency and magnitude of past–and by extrapolation 69 future–earthquakes. However, the extent to which past slip rates provide an accurate 70 characterization of the present and future fault behavior is complicated by the fact that 71 the upper crustal portions of seismogenic faults are generally everywhere locked except 72 during very brief periods when accumulated elastic strain is recovered by seismic rupture 73 or aseismic sliding. That is, strictly speaking, present-day slip rates on the seismogenic 74 upper crustal portions of faults are almost always zero and thus of no practical value for 75 hazards assessment and geodynamics research. 76 In a spatially-complex rapidly-deforming plate boundary zone, which experiences fre- 77 quent large earthquakes, such as the Pacific-North America boundary zone of southern 78 California, determination of fault loading rate by geodetic methods is complicated by 79 (1) frequent coseismic displacements, (2) the complex geometry of upper crustal fault D R A F T August 13, 2008, 3:02pm D R A F T X-6 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 80 systems, and (3) the unknown rheological properties of the crust and upper mantle. Fre- 81 quent coseismic earthquakes hamper determination of precise interseismic site velocities 82 by displacing monuments, and thereby introducing additional parameters that need to be 83 determined from the data. When upper crustal faults lie in close proximity their elastic 84 strain fields are superimposed and thus difficult to discriminate from one another without 85 knowledge of detailed subsurface fault geometry. In addition, viscous relaxation of earth- 86 quake induced stress concentrations in the lower crust and/or upper mantle may modify 87 the secular strain rate field for years following a large earthquake, such that crustal mo- 88 tions associated with elastic loading are difficult to separate from motions associated with 89 ongoing relaxation (Savage, 1990). 90 The rate of interseismic elastic loading determined by geodesy provides an important 91 complement to direct measurement of past fault slip, with similar application to present- 92 day mechanics and hazards. Assuming that elastic strain within a fault system will 93 eventually be released by displacement along faults, geodesy provides an indication of 94 how far field plate motion will be partitioned as slip within the plate boundary fault 95 system. Moreover, the rate at which any particular fault is strained by loading of elastic 96 strain on the crust may be considered as a proxy for the rate of fault slip that will be 97 accrued over one or more future earthquake cycles. 98 However, competing hypotheses for present-day behavior of the SSAF zone are diffi- 99 cult to discriminate using existing slip rate data given the wide range of rate estimates 100 reported in the literature (Figure 2). Apparent differences can be explained by (1) mea- 101 surement errors not accounted for by reported ranges of uncertainty (e.g., Bird, 2007), 102 (2) temporal changes in slip such that geological and geodetic inferences recording aver- D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X-7 103 ages over different periods reveal different rates (e.g., Bennett, 2007), or (3) along strike 104 variation in slip rate, such that point estimates determined by geological methods ap- 105 pear to contrast with one another and/or with the spatially averaged rates determined 106 by geodesy. The first of these possibilities may be time dependent in the sense that new 107 and improved measurement and modeling techniques should result in new precise slip rate 108 estimates that supersede older, less precise estimates. Thus, published estimates may be 109 analyzed historically according to publication date, according to measurement technique 110 and associated time-scale, and/or according to location along strike. 111 In this paper we use data from a new dense GPS network in the eastern Transverse 112 Ranges Province (ETR), together with data from neighboring continuous GPS stations, 113 to investigate the pattern of elastic strain accumulation on southern San Andreas and 114 ECSZ faults, with the goal of exploring along strike variation in fault loading rates along 115 the SSAF. In section (2), we provide a review of the data and arguments upon which the 116 various working hypotheses for southern California fault kinematics are based. In section 117 (3), we describe the GPS data set that forms the basis of our study. In section (4) we 118 provide a detailed description of our fault modeling procedure. In section (5) we discuss 119 the results of our modeling and their implications for fault kinematics and seismic hazards 120 in southern California. 2. Slip Rate Debates 121 Initial slip rate estimates for the time period from the latest Pleistocene through to the 122 present for the northern segments of the southern SAF indicate rates near Biskra Palms 123 (Figure 1) ranging from 23-35 mm/yr (Keller et al., 1982) and for the San Bernardino 124 strand to slip at 23.5 ± 3.5 mm/yr (Weldon and Sieh, 1985) based on dating of offset D R A F T August 13, 2008, 3:02pm D R A F T X-8 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 125 alluvial fan deposits. Harden and Matti (1989) suggest a slip rate of 14-25 mm/yr for 126 the San Bernardino strand of the SAF over the past 14,000 years through dating of soil 127 development on offset alluvial surfaces. Early geodetic determinations of the slip rate for 128 the SSAF (e.g., Bennett et al., 1996) were comforting and suggested that the slip rate 129 along strike was constant, and that elastic loading was recovered by slip on the fault. 130 Refined estimates for fault slip rate on the SSAF zone based on GPS and InSAR geodetic 131 measurement are slightly lower though in agreement to within errors with the earlier 132 geodetic estimates: 23.0 ± 8 mm/yr (Becker et al., 2005), 23.5 ± 0.5 mm/yr (Meade and 133 Hager, 2005), 25 ± 3 mm/yr (Fialko, 2006), and 22.3 ± 0.7 mm/yr (Fay and Humphreys, 134 2005). Estimates for SSAF slip rate based on strain rates derived from trilateration, 135 however, span a larger range from about 15 to 25 mm/yr (Lisowski and Savage, 1991; 136 Johnson et al., 1994; Anderson et al., 2004). Part of this discrepancy may be related to 137 the way in which line length changes were interpreted. Lisowski and Savage (1991) infer 138 velocities such that fault perpendicular motions are minimized. Similarly, Anderson et al. 139 (2004) use subnetworks to infer spatially-averaged strain rates. 140 Geodetic slip rate estimates for the San Bernardino strand of the San Andreas fault 141 have been determined in fewer studies. Meade and Hager (2005) and Becker et al. (2005) 142 determine right lateral slip rates in the range of about 5-6 mm/yr, significantly lower than 143 the previous rates. Subsequent reanalysis of the Biskra Palms site (van der Woerd et al., 144 2006) revealed that the rate provided by Keller et al. (1982) was an overestimate. The 145 differences between slip rate values for different locations along the SAF can be explained 146 either by along strike variation in slip rate, temporal variation in slip rate, or by errors in 147 one of more of the data sets. Slip rate variations through time have been inferred for the D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X-9 148 San Andreas fault over long time periods (Bennett et al., 2004), but slip rate variation 149 over shorter periods of time remain an open question. However, Matmon et al. (2005) 150 investigate a rich slip rate data set for the central San Andreas fault finding that rates 151 estimated for a common location on the fault are all consistent over time scales of 10 kyr 152 to 100 kyr. If slip rate variations on the central San Andreas fault are constant over late 153 Pleistoene time scales, then why not the SSAF? 2.1. ECSZ 154 The geology geodesy slip rate debate isn’t just limited to the southern SAF, but can be 155 investigated for the ECSZ. Trilateration data for the ECSZ prior to the large earthquakes 156 of the 1990s indicated rates of shear strain that were unexpectedly high (Dokka and Travis, 157 1990; Savage et al., 1990; Sauber et al., 1994). Block modeling of geodetic data for the 158 same region show a high dependence on the spacing of the model faults used (Peltzer et 159 al., 2001; Oskin and Iriondo, 2004; Meade and Hager, 2004; Meade and Hager, 2005), 160 while Rockwell et al., (2000) find Holocene slip rates that are an order of magnitude lower 161 than those interpreted from geodetic data. There is also debate on the duration and radius 162 of the effect of postseismic strain accumulation. Freed et al., (2007) find long distance 163 transients associated with the Hector Mine earthquake, whereas Argus et al. (2005) find 164 no long term change in continuous GPS stations at a regional distance scale. The present 165 era of spatially clustered earthquakes in the Little San Bernardino Mountains-Mojave 166 Desert region, and possibly similar clusters in the past (e.g., Rockwell et al., 2000), as 167 well as accelerated present-day crustal deformation relative to long-term geological rates 168 (Peltzer et al., 2001; Oskin and Iriondo, 2004; Oskin et. al., 2008) may also be understood D R A F T August 13, 2008, 3:02pm D R A F T X - 10 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 169 in terms of stress transfer following these and other recent large earthquakes (e.g., Toda 170 et al., 2005). 3. GPS data 3.1. Campaign GPS 171 To help constrain the rates of slip on the SSAF, particularly the region of the fault be- 172 tween Biskra Palms and Cajon Pass, as well as the faults of the southernmost ECSZ, we 173 established a new dense campign-style GPS network in the eastern Transverse Range 174 Province (ETR). The Joshua Tree Integrated Geodetic Network (JOIGN) consists of 175 12 new stations located within Joshua Tree National Park. We have also adopted sev- 176 eral existing stations within the ETR. Since September 2005, we have performed seven 177 campaign surveys of the network roughly equally spaced in time between September 178 2005 and September 2007. We analyzed these campaign data together with continu- 179 ous GPS data from the southern California region (Figure 3, Table 1, Table 2) using the 180 GAMIT/GLOBK software (King and Bock, 2005; Herring, 2005). Time series of station 181 position estimates in the Stable North America Reference Frame (SNARF 2000, Blewitt 182 et al., 2006) are shown in Figure 4. There is little indication of seasonal variation, and 183 the motion of each site through time is well approximated by a straight line. The slopes 184 of the best fit lines provide an estimate of secular site velocity. Figure 5 shows a subset of 185 the newly installed JOIGN network, for which we compare velocity results obtained for 186 various subsets of the total dataset. We determined site velocities for each of the three sea- 187 sons for which data has been collected to date, February, May, and September. Variation 188 amongst the velocity estimates record potential fluctuations and measurement errors in 189 the amplitudes for each season, independent of perfectly periodic seasonal deformations. D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 11 190 Our results agree with one another quite well, with a WRMS of ∼1 mm/yr and NRMS ∼1 191 (Table 3). Despite there being one less campaign each for February and May compared to 192 September (two, two, and three respectively), each velocity is virtually indistinguishable, 193 within error, from both the total velocity determined for each site and from the mean 194 velocity calculated from the individual seasonal values. Positional estimates for the full 195 JOIGN network are also in good agreement with one another with a WRMS value of ∼2 196 mm and a NRMS of ∼1 (Table 4). 197 In addition to the JOIGN campaign dataset, we analyzed campaign sites located within 198 the San Bernardino Mountains to the northwest (Figure 3). These sites have been observed 199 between 1 and 6 times over the period from 2003 to 2007 (McGill, pers. comm., 2007) . 200 We reobserved a select set of these sites in October 2007. 3.2. Continuous GPS 201 We have selected a number of CGPS sites within our study area, in an effort to better 202 constrain the rates of slip on the faults. We have analyzed GPS data from 37 continuous 203 sites for the time period 1994-2007, with 23 sites from the SCIGN network and 14 sites 204 from the Plate Boundary Observatory (PBO) GPS network. The resulting velocities are 205 shown in Figure 3. The formal uncertainties for these continuous stations are usually 206 ≤1 mm/yr, with the majority of the older SCIGN sites having uncertainties # 1 mm/yr 207 (Table 2). Time series for a subset of the PBO GPS network sites show little to no seasonal 208 variation in the signal, and the individual sites velocities can be well approximated using 209 a straight line fit to the data (Figure 6). 4. Fault Sip Estimation D R A F T August 13, 2008, 3:02pm D R A F T X - 12 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 4.1. Block models 210 In order to investigate crustal motions along the SSAF and into the ECSZ, we adopted 211 an elastic half-space block model, similar to the one used by Bennett et al. (1996). In this 212 approach, the Earth is represented as a series of infinitely deep, elastic (Poisson) blocks in 213 contact along their edges, or ”faults”, dividing up an elastic half-space. Each block moves 214 independently of the other blocks, and undergo temporally uniform, horizontal motion. 215 The fault-parallel component of velocity between each block is set to be continuous from 216 the surface to a pre-described locking depth, below which it is allowed to be discontinuous. 217 The fault-perpendicular velocity can be discontinuous across the fault boundary. This 218 results in the velocity field for each block describing rigid-body translation, or ”block 219 rotation”, plus spatially variable deformation that decays to 0 as depth increases. We 220 chose our faults to be simplified versions of mapped, and in some cases unmapped, faults 221 within the SSAF and ECSZ systems. Each fault is described as a continuous, vertical 222 planar surface, while all locking depths were assigned to be 15 km, which is in the range 223 of published values for the region (Fialko, 2006; Meade and Hager, 2005; Bennett et al., 224 1996). Known earthquakes of magnitude > 7 in the ETR have ocurred on at least one 225 of the faults in our models, whereas earthquakes in block interiors have magntude < 5 226 (Figure 7). 227 Previous models for strain accumulation in this region (Bennett et al., 1996; Meade and 228 Hager, 2005; Becker et al., 2005; McCaffrey et al., 2005; Bennett et al., 2007; Pollitz et al., 229 2008) are likely not sufficiently parameterized to account for the new high-precision, high- 230 resolution velocity field we are developing. None of the previous models have realistically 231 accounted for mapped ETR faults located to the south of the Pinto Mountain fault. D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 13 232 Through our block models, relative block motions are automatically resolved onto the 233 faults that form the boundaries. Each of the GPS sites input into the model are automati- 234 cally assigned to the block in which they are located. From here, we have the ability to let 235 each of the blocks rotate. This is done through a parameterization of the individual block 236 motions into local translations and rotations about a vertical axis, which is equivalent to 237 an Euler pole. In our parameterization, we are able to constrain the rotational component 238 of each individual block, which is typically the most poorly known component of an Euler 239 vector, through the rotation about the vertical axis through the centroid of each block. 240 The axis orthogonal to the Euler pole describes the translation associated with each block. 241 The individual block motions are then determined by removing the contribution of the 242 locked faults from the calculated model velocities (Okada, 1985). 243 We chose to model the SSAF-ECSZ system by selecting four different fault-block sce- 244 narios (Figures 8, 9, 10, and 11) that incorporate known faults in the region. Model 1 245 includes the mapped Blue Cut, Sheephole, and Chiriaco faults, and the blocks of the ETR 246 are allowed to rotate about a vertical axis based on the transrotation model of Dickinson 247 (1996). We used published gravity data (Langenheim et. al., 2007) (Figure 12) to better 248 constrain our fault locations within the ETR, and in particular the Joshua Tree National 249 Park region. Model 1 contains 7 crustal blocks with 14 planar fault segments (Figure 8a). 250 Model 2 includes only 5 planar fault segments, and 4 crustal blocks (Figure 9a), and serves 251 as the opposing end member to Model 1. The ETR and ECSZ faults in Model 2 were de- 252 termined by patterns of seismicity over the past ∼60 years (Figure 7), and primarily follow 253 the rupture associated with the Joshua Tree and Landers earthquakes of 1992. The two 254 new faults used in this model represent the recent development of a through-going, NNW D R A F T August 13, 2008, 3:02pm D R A F T X - 14 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 255 trending, right-lateral strike-slip fault determined by the pattern of seismicity resulting 256 from the 1992 Landers, and associated earthquakes, referred to as the Landers-Mojave 257 line by Nur et al., 1993. Model 3 is similar to Model 1, in that is uses mapped faults 258 in the ETR and ECSZ and the ETR crustal blocks are allowed to rotate, but shifts the 259 easternmost location of fault slip westward to the Pisgah fault system of the ECSZ, and 260 an umapped set of faults that continue from the termination of the Pisgah in the south, 261 through eastern Joshua Tree NP (Figure 10a). This model tests the recent westward shift 262 in tectonism proposed by Dokka and Travis (1990). Model 4 is a combination of the 263 transrotation model of Dickinson (1996) shown in Model 1 and the Landers-Mojave line 264 model of Nur et al. (1993) shown by Model 2 (Figue 11a). This model is designed to best 265 match both the mapped faults and gravity anomalies of Model 1, while also allowing for 266 the presence of a newly developing through-going fault along the Landers/Joshua Tree 267 rupture lines. 268 We have chosen to not model the San Jacinto Fault in this investigation because our 269 GPS network does not include any sites that are located to the south and west of the San 270 Jacinto Fault. Therefore, if the fault was modeled in its mapped location, we would have 271 no constraints on the block to the southwest of the fault. 4.2. Estimation results 272 4.2.1. Transrotation Model 273 The transrotation model (after Dickinson, 1996) can account for the majority of the 274 observed velocity field (Figure 8b), with a mean residual velocity, which is found by 275 subtracting the model velocities from that of the observed velocities at each point, of 276 0.81 ± 0.01 mm/yr. The model velocity estimates have a χ2 /DOF = 9.15, where χ2 is D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 15 277 the residual sum of squares and DOF is the number of degrees of freedom. 26.5% of the 278 residual velocity rates are smaller than their 2-σ uncertainty estimates (Figure 8c). The 279 largest residual velocities are found in the eastern part of the ETR blocks, as well as a 280 couple of stations located very near to faults. The large residuals in the eastern portions 281 of the ETR blocks indicate that additional faults or blocks may be needed to produce a 282 better fit to the data. 283 The results show a northward along-strike reduction in the slip rates along the different 284 strands of the SSAF (Table 5, Figure 13), from 21.5 ± 0.1 to 19.0 ± 0.1 mm/yr of right- 285 lateral motion along the segments of the Coachella Valley strand, to 6.2 ± 0.1 mm/yr on 286 the Little San Bernardino strand, and 3.9 ± 0.1 mm/yr for the Mill Creek strand. The 287 ECSZ faults to the north of the Pinto Mountain fault also display right-lateral motion, 288 with the Emerson fault accommodating 12.7 ± 0.1 mm/yr and 5.2 ± 0.1 mm/yr for the 289 Pisgah fault. The east-west trending Pinto Mountain fault displays left-lateral motion 290 (7.5 ± 0.1 mm/yr) along the segment closest to its intersection with the SSAF. The sense 291 of motion estimated for the other two sections of the Pinto Mountain fault show right- 292 lateral motion increasing in rate to the east. This reverse in sense of motion along the 293 Pinto Mountain fault can be explained by the rotation of the ETR blocks. The Blue 294 Cut fault is accommodating 12.1 ± 0.2 mm/yr of left-lateral motion, while the Chiriaco 295 fault to the south is only slipping right-laterally at 1.0 ± 0.1 mm/yr. The Sheephole 296 fault segments, along with the Ludlow fault to the north, show a left-lateral sense of 297 motion, opposite to the sense of motion of the other NW-SE trending strike-slip faults 298 of the SSAF and ECSZ. However, the left-lateral sense of motion is explained through 299 the rotation about an Euler pole of the ETR crustal blocks. Rotation of the ETR blocks D R A F T August 13, 2008, 3:02pm D R A F T X - 16 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 300 (Figure 8e) fits well with the observed data in the western half of the blocks, yet doesn’t 301 match the sparse data points located to the east. 302 4.2.2. Landers-Mojave Line Model 303 The block model for the Landers-Mojave earthquake line, proposed by Nur et al. (1993) 304 accounts for the observed velocity field about equally well as the Transrotation model 305 discussed previously (Figure 9b), with a mean residual velocity of 0.94 ± 0.1 mm.yr. This 306 model produces a χ2 /DOF = 9.76, and 27.9% of the residual velocity estimates are smaller 307 than their 2-σ uncertainty estimates (Figure 9c). 308 This model also produces a reduction in slip rates along strike in the SSAF, as well 309 as a partitioning of that slip onto the San Andreas strands between Biskra Palms and 310 Cajon Pass, as well as the ECSZ faults of the Mojave desert (Table 6, Figure 13). The 311 southernmost segment of the San Andreas (Coachella Valley strand) is slipping right- 312 laterally at a rate of 21.4 ± 0.1 mm/yr. In the vicinity of Biskra Palms, the faults 313 separates into 2 branches, one heading NW towards Cajon Pass, and the other heading 314 primarily northwards, into the ECSZ. The rates calculated for these two sections show the 315 majority of the right-lateral motion is being accommodated by the ”Joshua Tree” fault, 316 (14.7 ± 0.1 mm/yr) and then onto the Landers-Mojave line fault (14.2 ± 0.1 mm/yr), 317 while the Little San Bernardino and Mill Creek strands of the SSAF only slip with rates 318 of 7.6 ± 0.1 and 5.3 ± 0.1 mm/yr, respectively. In this fault orientation, the 3 crustal 319 blocks to the west of the SSAF-LML line are all moving in a northward direction relative 320 to North America (Figure 9e). The largest residuals in this model are located in the ETR 321 and ECSZ regions. These large residual values east of the through-going LML, indicate D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 17 322 that the crustal motions in this region cannot be defined in this simple case. It appears 323 that more blocks are required in order to best fit the observed data to the predicted rates. 324 4.2.3. Modified Transrotation Model 325 Model 3 is a modified version of Model 1, with the eastern boundary of active deforma- 326 tion shifted westward within the ECSZ, as proposed by Dokka and Travis (1990). This 327 model fits the observed velocity field (Figure 10b) only slightly worse than Model 1, with 328 mean residual estimates of 0.89 ± 0.1 mm.yr (Figure 10c), with the majority of the largest 329 residuals located along the eastern Blue Cut fault. By bringing the easternmost edge of 330 deformation to the west, χ2 /DOF reduces to 8.77, compared to Model 1’s value of 9.15. 331 It also had 26.5% of its residual velocities smaller than their 2-σ uncertainty estimates. 332 This model predicts clockwise rotation of the ETR range blocks. This rotation can be 333 observed in the velocity field near the SAF, while there are no data points that predict 334 a southwestward sense of motion located along the eastern boundary of the ETR blocks 335 (Figure 10e). 336 This model predicts slightly lower slip rates along the various strands of the SSAF (Table 337 7, Figure 13), ranging from 21.0 ± 0.1 and 16.4 ± 0.1 mm/yr right-lateral motion for the 338 Coachella Valley strands, to 5.7 ± 0.1 and 3.2 ± 0.1 mm/yr for the Little San Bernardino 339 and Mill Creek strands, respectively. The reduction in slip rates along the SSAF is shown 340 to be taken up by the two NW-SE trending ECSZ faults, with the Emerson and Pisgah 341 fault groups accommodating 13.3 ± 0.1 and 2.6 ± 0.1 mm/yr of right-lateral motion 342 respectively. The Pinto Mountain fault segment (PMT1, Figure 10a), Blue Cut, and 343 Chiriaco faults all slip left-laterally. The eastern Pinto Mountain fault segment (PMT2, 344 Figure 10a) is slipping with a right-lateral sense of motion (0.3 ± 0.1 mm/yr). This switch D R A F T August 13, 2008, 3:02pm D R A F T X - 18 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 345 in sense of motion is caused by the differential rotation of the block to the south of the 346 fault (Figure 10e). In this fault orientation, the Blue Cut fault in the ETR iare slipping 347 left-laterally at a rate of 10.9 ± 0.2 mm/yr, with the Chiriaco fault to the south having 348 2.3 ± 0.1 mm/yr of left-lateral slip. Unlike model 1, where the entire set of NW-SE 349 trending faults along the eastern boundary showed left-lateral motion, the easternmost 350 faults of this model aren’t accommodating slip in the same sense of motion across the 351 Pinto Mountain fault. In this model, the ”Eastern Joshua Tree” faults are determined to 352 have 1.0 ± 0.1 and 0.7 ± 0.1 mm/yr of left-lateral slip, north to south, respectively. 353 4.2.4. Transrotation with the Landers-Mojave Line Model 354 Model 4 combines the east-west trending faults of the ETR from the transrotation model 355 of Dickinson (1996), while also allowing for the presence of the northerly Landers-Mojave 356 earthquake line of Nur et al. (1993). This orientation of the faults produced the lowest 357 mean residual velocities, 0.64 ± 0.1 mm/yr, highest percentage of the residuals less than 358 their 2-σ uncertainty values, 29.4%, and the lowest χ2 /DOF value (7.50) of all the models 359 tested (Figure 11c). By adding the three faults comprising the Landers-Mojave line (JT1, 360 JT2, and LML, Figure 11a), it significantly reduced both the residual velocites, but also 361 reduced the amount of rotation needed by the crustal blocks of the ETR to best fit the 362 observed data (Figure 11e). 363 This model predicts the highest slip rates for the SSAF, with rates of 21.4 ± 0.1, 18.8 ± 364 0.1, 10.6 ± 0.1, and 5.6 ± 0.1 mm/yr of right-lateral motion from south to north (Table 8, 365 Figure 13). The higher rates along the northern segments of the SSAF cause a reduction 366 in slip available for the faults of the LML, with rates of 7.6 ± 0.2, 6.7 ± 0.2, and 10.1 367 ± 0.1 mm/yr for the JT1, JT2, and LML fault sections. In this model, the primarily D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 19 368 east-west trending faults of the ETR have relatively small slip rates, compared to the 369 previous models (Figure 11e). The Blue Cut and Chiriaco faults to the south are both 370 slipping with a left-lateral sense of motion at rates of 3.2 ± 0.2 and 0.5 ± 0.1 mm/yr, 371 respectively. Similarly to Model 1, all of the faults that comprise the boundary between 372 the ETR and ECSZ with ”stable North America” are slipping left-laterally, with small 373 rates ∼1-2 mm/yr for each section. 5. Discussion 374 We use both statistical analysis as well as an evaluation of the slip rates for each model to 375 determine model ”fit” to the observed data. The Bayesian information criterion (BIC) is a 376 useful measure of the ”goodness” of each model. In this approach, the BIC is determined 377 as BIC = n ln ! χ2 n " + k ln(n), (1) 378 where n is the number of observations, χ2 is the residual sum of squares, and k is equal to 379 the number of free parameters, which can be found by subtracting the degrees of freedom, 380 or independent model parameters, from the number of observations. The results for the 381 BIC calculations for each model are shown in Table 9. Given any number of models, 382 the one with the lowest BIC is the one that is preferred to best fit the observations. 383 The two models that include the Landers-Mojave earthquake line are favored by the BIC 384 investigation, with values ∼5-6% lower than that of the transrotation model, and a ∼2% 385 lower than that of the modified transrotation. Model 4 had the lowest χ2 /DOF value by D R A F T August 13, 2008, 3:02pm D R A F T X - 20 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 386 ∼16-30% compared to the other models, while also having the lowest mean residual rates 387 (Table 9). 388 We also investigated the rates calculated for the individual fault segments to compare 389 what their resulting geologic expression should be as well as to compare them to previ- 390 ously published geodetically determined rates. Rotation of the ETR blocks creates large 391 extensional and compressive rates for the faults that bound those blocks (Figure 14, Ta- 392 bles 5, 6, 7, and 8), for both the transrotation and modified transrotation models. For 393 Model 1, the northernmost Sheephole fault is predicted to be opening at a rate of 14.0 ± 394 0.2 mm/yr. As there are no apparent structures in this location that could account for 395 this rate of extension, we question the validity of this model. The rotation of the ETR 396 blocks also results in some other suspect slip rates, as seen by the 12.1 ± 0.2 mm/yr of 397 left-lateral motion calculated for the Blue Cut fault. At this rate, the Blue Cut fault 398 should be the major accommodator of slip compared to that of the presumed major E- 399 W trending structure that serves as the boundary between the ETR and the ECSZ, the 400 Pinto Mountain fault (Meade and Hager, 2005). The same argument can be applied to 401 the modified transrotation model, which has the northern Sheephole fault opening at a 402 rate of 8.6 ± 0.1 mm/yr and producing 10.9 ± 0.2 mm/yr of left-lateral motion on the 403 Blue Cut fault. The models that include the Landers-Mojave earthquake line produce 404 moderate to large opening rates for the LML of 6.4 ± 0.1 and 4.7 ± 0.1 mm/yr (LML 405 and Transrotation plus LML models, respectively). These large rates of opening can be 406 reduced by changing the strike of the fault to a more northwesterly direction, as shown 407 by the rates calculated for the Emerson fault group in the other models (0.6 ± 0.1 and D R A F T August 13, 2008, 3:02pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 21 408 0.9 ± 0.1 mm/yr of opening for the transrotation and modified transrotation models, 409 respectively). 410 The strike-slip rate of the Blue Cut fault in the transrotation with LML model is 411 comparable to that of the Pinto Mountain fault, as opposed to being ∼2 times larger for 412 the models without the LML. All models predict 3.0-4.8 mm/yr of closing for the Mill 413 Creek strand of the SAF, which compares well to rates determined through cosmogenic 414 dating of uplift for the San Bernardino Mountains (Spotila et al., 2001). 415 All of the models show a northwestward reduction in the amount of accommodated slip 416 for the SAF, from values of ∼21 mm/yr near the Salton Sea, ∼16-19 mm/yr in Coachella 417 Valley, ∼6-11 mm/yr near Biskra Palms, and ∼3-6 mm/yr for the Mill Creek strand. 418 These rates fit within the ranges of published slip rates for various segments of the southern 419 SAF (Meade and Hager, 2005; Becker et al., 2005; Fialko, 2006), but are calculated for 420 much smaller fault segments. Differences between our results and the previously published 421 geodetically-determined results can be attributed to the lack of modeled faults within the 422 ETR and the slip that is accommodated along those faults, as well as the use of the data 423 from the new JOIGN network. 6. Conclusions 424 The recent development of a new campaign GPS network within the eastern Transverse 425 Ranges over the past ∼2 years allows for better determination of slip rates along the 426 southern San Andreas fault, as well as how that slip is partitioned amongst the many 427 mapped faults throughout the ETR and eastern California shear zone to the north. The 428 results from the JOIGN network, when analyzed with CGPS data from the surrounding 429 regions, provides an excellent dataset from which we determine fault slip rates through D R A F T August 13, 2008, 3:02pm D R A F T X - 22 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE 430 the use of elastic half-space block modeling. We proposed four separate models, with 431 different fault scenarios within the ETR and ECSZ. The models that are purely based on 432 the transrotation model of Dickinson (1996) grossly overestimate the amount of opening 433 along the eastern margins of the ETR, due to the large rotational nature of the ETR 434 blocks. Another set of models incorporate the development of a new through-going fault, 435 the Landers-Mojave earthquake line, in which a new fault is forming along the line of 436 seismicity produced by the Joshua Tree and Landers earthquakes of 1992. The two models 437 with the LML give reduced Bayesian information criterion (BIC) values compared to those 438 of the purely transrotational mechanism. A model that combines the transrotation with 439 the new LML produces the lowest mean residuals to the observed data, the lowest χ2 /DOF 440 value, as well as having one of the lowest BIC values. This model produced reasonable 441 tensile rates found for the eastern ETR as well as strike-slip rates within the range of 442 previously published values for slip rates along the SSAF. All models we investigated 443 showed a northwestward reduction in slip rates along the SSAF, ranging from 21 mm/yr 444 for the southern Coachella Valley segment to ∼5 mm/yr along the Mill Creek strand. 445 This reduction in slip taken up by block rotation in the ETR and right-lateral slip within 446 the faults of the ECSZ, allows us to conclude that the new Landers-Mojave earthquake 447 line faults are forming, given our best model features that fault orientation. 448 Acknowledgments. We thank Serkan Arca, Beth Bartel, Ryan Bierma, Dana Brodie, 449 Goran Buble, Eric Flood, Austin Holland, Suncana Laketa, Dave Mendel, Angel Otarola, 450 Kalyca Spinler, Sarah Thompson, and Chris Walls for providing valuable assistance with 451 the GPS campaigns. 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D R A F T August 13, 2008, 3:36pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 29 Table 1. Velocity estimates for campaign sites in a stable North America reference frame. Velocity Site Longitude 11131 244.036 11141 244.757 1 8252 243.750 BLOY1 244.066 2,3 CHER 243.048 DESO1 244.600 2 DIVD 243.031 F7261 244.001 1 JT01 243.966 JT021 243.922 1 JT03 243.867 JT041 243.836 1 JT05 243.818 JT061 243.671 1 JT07 243.743 JT081 243.851 1 JT09 243.694 JT101 243.651 1 JT11 243.776 JT121 244.324 1 JTRE 244.236 KEY21 243.809 LUCS1,2,3 243.118 1,2,3 MEAD 243.172 MEEK2,3 243.383 2,3 ONYX 243.291 PB151 244.152 1 PB21 244.318 PITS1,2 243.074 1,3 RICU 243.531 WARR1 243.593 1 2 JOIGN, CSU-SB, 3 SCEC D R A F T Latitude East North 33.677 33.681 33.886 33.925 34.003 33.715 34.078 33.974 34.074 34.025 34.026 33.973 34.025 33.916 34.088 34.108 34.011 34.029 33.978 33.874 33.834 34.083 34.440 34.178 34.258 34.193 33.906 33.972 34.161 34.264 34.055 -8.52 -3.87 -5.43 -4.61 -19.80 -3.29 -16.42 -4.92 -4.11 -4.79 -5.72 -5.57 -6.98 -9.27 -5.22 -4.05 -7.33 -6.46 -4.52 -4.37 -3.63 -8.59 -11.23 -13.66 -7.77 -10.44 -5.89 -2.40 -15.30 -5.66 -10.93 8.23 1.44 11.14 4.59 17.26 1.74 18.42 4.42 4.14 4.22 6.65 8.09 7.51 12.11 9.21 6.45 8.88 9.32 10.94 3.10 7.71 5.22 11.69 15.19 12.28 14.54 2.60 3.45 10.86 12.97 12.30 Uncertainty East August 13, 2008, 2:04pm North Correlation 0.79 0.78 -0.013 0.75 0.76 -0.019 1.11 1.16 0.005 1.45 1.52 -0.004 5.71 3.83 0.213 0.88 0.85 -0.060 0.71 0.71 0.018 1.85 1.93 0.006 1.22 1.25 0.005 1.15 1.18 0.006 1.13 1.16 0.004 1.12 1.15 0.000 1.21 1.24 -0.000 1.13 1.17 0.004 1.43 1.45 0.001 1.43 1.46 0.001 1.14 1.16 -0.002 1.17 1.20 -0.002 3.27 3.37 -0.002 2.55 2.66 0.035 1.22 1.27 0.008 2.19 2.30 -0.033 0.33 0.37 0.014 2.07 2.18 0.067 0.37 0.37 0.033 0.97 0.88 -0.016 1.79 1.87 0.002 1.93 1.99 -0.019 1.49 1.49 -0.041 0.28 0.28 0.044 2.30 2.41 -0.015 All rates given in mm/yr D R A F T X - 30 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE Table 2. Velocity estimates for CGPS sites in a stable North America reference frame. Velocity Site Longitude Latitude East North BBRY 243.116 1 BEMT 244.002 BMHL1 243.947 1 BMRY 243.015 CACT1 244.010 1 COTD 243.613 CTMS1 243.630 1 HNPS 244.365 IMPS1 244.855 1 KYVW 243.827 LDES1 243.567 1 OPBL 244.082 OPCL1 243.695 1 OPCP 243.917 OPCX1 243.851 2 P490 243.574 P4912 243.773 2 P504 244.234 P5112 244.704 2 P584 243.048 P5852 243.454 2 P598 243.290 P5992 243.463 2 P600 243.788 P6012 243.920 P6062 243.120 2 P607 244.179 P6092 243.107 2 P610 244.236 PIN11 243.542 1 PIN2 243.542 PSAP1 243.506 1 SDHL 243.721 SGPS1 243.304 1 TMAP 234.840 WIDC1 243.608 1 WWMT 243.346 4 5 SCIGN, PBO-GPS 34.264 34.001 34.251 33.963 33.655 33.732 34.124 33.705 34.158 33.925 34.267 34.370 34.428 34.367 34.430 33.523 33.575 33.516 33.887 33.893 34.019 34.192 34.217 33.866 33.959 34.462 33.741 34.063 34.426 33.612 33.612 33.819 34.255 33.913 33.641 33.935 33.955 -11.18 -5.59 -2.95 -14.00 -9.30 -14.54 -5.80 -4.61 -2.44 -7.73 -5.24 -2.34 -5.11 -1.87 -1.95 -15.92 -13.95 -7.20 -2.69 -15.54 -9.26 -10.44 -8.04 -8.71 -5.41 -9.85 -5.48 -11.01 -1.66 -15.82 -15.82 -12.97 -5.30 -13.49 -13.24 -10.05 -13.00 13.51 4.65 2.92 17.94 7.18 16.49 9.58 1.78 0.39 6.65 9.13 1.56 5.44 2.78 2.52 17.25 14.49 4.41 0.66 18.92 12.25 14.54 11.91 9.82 5.42 10.59 3.40 16.28 0.73 16.66 16.66 15.51 6.75 16.45 12.67 11.77 16.39 1 D R A F T Uncertainty East North Correlation 0.04 0.04 0.035 0.09 0.09 0.017 0.03 0.03 0.021 0.03 0.03 0.020 0.06 0.06 0.029 0.06 0.06 0.025 0.03 0.03 0.020 0.04 0.04 0.004 0.03 0.03 0.018 0.10 0.10 0.003 0.03 0.03 0.019 0.04 0.04 0.023 0.04 0.05 0.018 0.05 0.06 0.020 0.03 0.03 0.017 0.35 0.35 0.009 0.31 0.32 0.003 0.25 0.25 0.003 0.29 0.29 0.003 0.32 0.32 0.005 1.07 1.08 0.000 0.97 0.88 -0.016 1.54 1.55 0.000 0.50 0.50 0.006 0.78 0.78 0.001 0.96 0.97 0.004 0.42 0.42 0.002 0.63 0.63 -0.001 1.45 1.46 -0.001 0.03 0.03 0.017 0.03 0.03 0.017 0.03 0.03 0.020 0.11 0.12 0.019 0.04 0.04 0.018 0.05 0.05 0.021 0.04 0.04 0.021 0.14 0.14 0.008 All rates given in mm/yr August 13, 2008, 2:04pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 31 Table 3. WRMS and NRMS values calculated from seasonal velocities. WRMS (mm/yr) NRMS D R A F T SITE East North East North JT01 JT02 JT03 JT04 JT05 JT07 JT08 JT09 JT10 MEAN 4.15 1.50 1.93 1.19 1.26 0.33 0.82 0.14 0.66 1.33 1.61 0.45 0.65 0.01 1.40 1.26 1.66 0.78 0.83 0.96 2.92 1.33 2.00 1.01 1.04 0.30 0.73 0.13 0.52 1.11 1.15 0.41 0.69 0.01 1.19 1.14 1.50 0.75 0.67 0.83 August 13, 2008, 2:04pm D R A F T X - 32 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE Table 4. WRMS and NRMS values calculated for positional estimates for each campaign site WRMS (mm) D R A F T NRMS SITE East North East North 8252 BLOY F726 JT01 JT02 JT03 JT04 JT05 JT06 JT07 JT08 JT09 JT10 JT11 JT12 JTRE KEY2 PB15 PB21 WARR MEAN 2.73 2.68 1.73 2.84 2.56 3.53 3.04 3.17 2.42 2.76 3.13 2.86 3.39 2.49 2.01 3.89 1.64 2.40 2.75 1.14 2.66 2.91 2.59 1.49 1.79 1.72 2.07 1.92 1.82 1.57 2.44 2.24 1.99 1.96 1.83 2.26 2.56 2.12 2.01 2.45 2.02 2.09 0.88 0.92 0.52 1.03 0.95 1.31 1.04 1.17 0.87 0.93 1.04 1.01 1.22 0.95 0.70 1.22 0.54 0.77 0.93 0.41 0.92 0.93 0.89 0.45 0.66 0.65 0.78 0.67 0.68 0.57 0.82 0.76 0.71 0.72 0.70 0.78 0.80 0.69 0.64 0.82 0.72 0.72 August 13, 2008, 2:04pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE X - 33 Table 5. Modeled fault slip rate results for Transrotation model. All rates are averaged along the length of the fault. Positive rates indicate right-lateral (strike-slip) and compressive (tensile) motion. Fault Segments Strike-Slip Tensile-Slip rate rate Blue Cut -12.1 ± 0.2 1.7 ± 0.1 Chiriaco 1.0 ± 0.1 -1.4 ± 0.1 Emerson 12.7 ± 0.1 -0.6 ± 0.1 Ludlow -1.8 ± 0.1 1.4 ± 0.1 Pinto Mountain #1 -7.5 ± 0.1 -0.7 ± 0.1 Pinto Mountain #2 0.5 ± 0.1 2.5 ± 0.1 Pinto Mountain #3 3.6 ± 0.1 -4.6 ± 0.2 Pisgah 5.2 ± 0.1 0.4 ± 0.1 SAF - Coachella #1 19.0 ± 0.1 -1.6 ± 0.1 SAF - Coachella #2 21.5 ± 0.1 3.9 ± 0.1 SAF - Little SB 6.2 ± 0.1 -1.1 ± 0.1 SAF - Mill Creek 3.9 ± 0.1 4.7 ± 0.1 Sheephole #1 -7.0 ± 0.2 -14.0 ± 0.2 Sheephole #2 -2.6 ± 0.1 1.3 ± 0.1 All rates given in mm/yr D R A F T August 13, 2008, 2:04pm D R A F T X - 34 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE Table 6. Modeled fault slip rate results for the through-going Landers-Mojave line model. All rates are averaged along the length of the fault. Positive rates indicate right-lateral (strike-slip) and compressive (tensile) motion. Fault Segments Strike-Slip Tensile-Slip rate rate Joshua Tree 14.7 ± 0.1 Landers-Mojave Line 14.2 ± 0.1 Pinto Mountain -1.8 ± 0.1 SAF - Coachella 21.4 ± 0.1 SAF - Little SB 7.6 ± 0.1 SAF - Mill Creek 5.3 ± 0.1 All rates given D R A F T -1.5 ± 0.1 -6.4 ± 0.1 -1.2 ± 0.1 3.0 ± 0.1 -1.2 ± 0.1 3.0 ± 0.1 in mm/yr August 13, 2008, 2:04pm D R A F T SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE Table 7. X - 35 Modeled fault slip rate results for the modified transrotation model. All rates are averaged along the length of the fault. Positive rates indicate right-lateral (strike-slip) and compressive (tensile) motion. Fault Segments Strike-Slip Tensile-Slip rate rate Blue Cut -10.9 ± 0.2 Chiriaco -2.3 ± 0.1 E Joshua Tree #1 -1.0 ± 0.2 E Joshua Tree #2 -0.7 ± 0.1 Emerson 13.3 ± 0.1 Pinto Mountain #1 -8.6 ± 0.1 Pinto Mountain #2 0.3 ± 0.1 Pisgah 2.6 ± 0.1 SAF - Coachella #1 16.4 ± 0.1 SAF - Coachella #2 21.0 ± 0.1 SAF - Little SB 5.8 ± 0.1 SAF - Mill Creek 3.2 ± 0.1 All rates given D R A F T 0.1 ± 0.1 -2.1 ± 0.1 -8.6 ± 0.1 -1.1 ± 0.1 -0.9 ± 0.1 -0.5 ± 0.1 3.1 ± 0.1 0.6 ± 0.1 -0.8 ± 0.1 2.7 ± 0.1 -1.6 ± 0.1 4.8 ± 0.1 in mm/yr August 13, 2008, 2:04pm D R A F T X - 36 Table 8. SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE Modeled fault slip rate results for the translation with the Landers-Mojave line model. All rates are averaged along the length of the fault. Positive rates indicate right-lateral (strike-slip) and compressive (tensile) motion. Fault Segments Strike-Slip Tensile-Slip rate rate Blue Cut -3.2 ± 0.2 Chiriaco -0.5 ± 0.1 Joshua Tree #1 7.6 ± 0.2 Joshua Tree #2 6.7 ± 0.2 Ludlow -2.0 ± 0.1 Landers-Mojave Line 10.1 ± 0.1 Pinto Mountain #1 -1.3 ± 0.1 Pinto Mountain #2 -2.5 ± 0.1 Pinto Mountain #3 1.5 ± 0.1 Pisgah 5.6 ± 0.1 SAF - Coachella #1 18.8 ± 0.1 SAF - Coachella #2 21.4 ± 0.1 SAF - Little SB 10.6 ± 0.1 SAF - Mill Creek 5.6 ± 0.1 Sheephole #1 -1.0 ± 0.2 Sheephole #2 -1.1 ± 0.1 All rates given D R A F T 1.0 ± 0.1 -1.4 ± 0.1 -3.5 ± 0.1 -2.0 ± 0.1 0.0 ± 0.1 -4.7 ± 0.1 -3.6 ± 0.1 0.8 ± 0.1 1.5 ± 0.1 -0.7 ± 0.1 0.5 ± 0.1 2.8 ± 0.1 0.4 ± 0.1 4.0 ± 0.1 -2.7 ± 0.2 -0.1 ± 0.1 in mm/yr August 13, 2008, 2:04pm D R A F T X - 37 SPINLER ET AL.: SOUTHERN SAN ANDREAS LOADING RATE Table 9. BIC calculation for each of the proposed models Model Transrotation Landers-Mojave Line Modified Transrotation Transrotation + LML D R A F T Number of Observations χ2 136 136 136 136 1089.41 1240.04 1060.57 877.37 Number of χ2 /DOF Free Parameters 17 9 15 19 August 13, 2008, 2:04pm 9.15 9.76 8.77 7.50 BIC Value 366.50 344.81 353.02 346.88 D R A F T 35˚N 1999 Hector Mine 1992 Big Bear SA F 1992 Landers C.P. 1992 Joshua Tree 34˚N 1986 North Palm Springs B.P. F SA 33˚N 117˚W 115˚W 118˚W 116˚W Figure 1. Holocene fault map of southern California. The grey circles display the seismicity for the last ~40 years. The major ( > 5.0 magnitude) earthquakes for that time period are shown with their corresponding focal mechanism plots. The major earthquakes, the 1986 North Palm Springs, 1992 Joshua Tree, 1992 Big Bear, 1992 Landers, and 1999 Hector Mine earthquakes are labeled. SAF = San Andreas Fault; B.P. = Biskra Palms; C.P. = Cajon Pass. Rate (mm/yr) A 30 20 10 0 1985 1990 1995 2000 2005 Year of publicaiton Rate (mm/yr) B 30 20 10 0 Rate (mm/yr) 40 30 80 120 160 Along strike distance (km) C G:CV G:SG P:MC TG:BP TG:CP TG:SB 20 10 0 0 20 40 60 Averaging interval (Kyr) 80 Figure 2. Fault slip rates for locations along the southern San Andreas fault. Rates are plotted by (a) year of publication, (b) along‐strike distance from south to north, and (c) time‐period for which the rate was estimated. Estimates were determined through tectonic geomorphology (TG), geodesy (G), and paleoseismology (P) for different locations on the SSAF; CV=Coachella Valley strand, SG = San Gorgonio, MC = Mill Creek, BP = Biskra Palms, CP = Cajon Pass, SB = San Bernardino strand. (Data from Bennett et al., 1996; Frizzell et al., 1986, Harden and Matti, 1989; Powell and Weldon, 1992; Rockwell et al., 1990; Van der Woerd and Klinger, 2003, personal commun.; Weldon and Sieh, 1985). 34˚30'N 0 10 mm/yr km 10 20 34˚15'N 34˚00'N 33˚45'N 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W Figure 3. GLOBK veloctiy solution for southern California. Red squares are the locations of the JOIGN campaign sites that we have developed since September, 2005. Yellow squares are continuous sites in the area that we have incorporated into our analysis. Cyan squares are locations of a new campaign network that we have begun occupying in cooperation with Dr. Sally McGill (Cal State San Bernardino). All velocities (blue arrows) are in a Stable North America Reference Frame (SNARF 2000, Blewitt et al., 2006). Error ellipses represent the 95% confidence interval. Black lines represent select Holocene faults. Squares without plotted velocites are sites where we have yet to collect enough data to determine a velocity. JT01 80 JT02 JT03 Velocity (mm) 40 JT04 JT05 0 JT07 JT08 -40 JT09 JT10 -80 2005.5 2006.0 2006.5 2007.0 Date 2007.5 80 North 2008.0 JT01 JT02 Velocity (mm) 40 JT03 JT04 0 JT05 -40 JT08 JT07 JT09 -80 JT10 East 2005.5 2006.0 2006.5 2007.0 Date 2007.5 2008.0 Figure 4. Position time series from a selection of the JOIGN campaign sites spanning ~2 years (September 2005 to September 2007) and seven campaigns. Scatter amongst the data is 1‐2 mm in the North component and 3‐4 mm in the East component, comparable to CGPS stations (Figure 6). The normalized RMS (Table 4), are ≤ 1 for both components, indicating that the formal estimates provide a conservative measure of uncertainty. 34˚10'N Pinto M t JT08 JT07 34˚00'N JT10 JT05 JT09 JT03 JT02 JT04 February May September GLOBK F-M-S Rate Mean 5mm/yr 116˚30'W JT01 Blue Cut 116˚15'W 116˚00'W Figure 5. Velocity plot for different subsets of the JOIGN network. Velocities are plotted by the season in which they were collected (February, May, and September). Also plotted are the full solution GLOBK velocity, as well as the mean rate for the three different subsets. Scatter amongst the seasonal‐based estimates (Table 3) is ~1 mm/yr with the normalized RMS values near 1, indicating that the scatter of seasonal datasets is consistent with that of the overall solution, implying little to no seasonal signal within the data (Figure 4). 80 60 40 P600 North (mm) P599 P585 20 0 -20 -40 -60 2004 P584 P491 2005 P490 2006 Time 2007 2008 Figure 6. North position time series for selected PBO CGPS stations included in the analysis. Observations range in length from ~4 years (P584) to ~1 yr (P585). The scatter amongst the data is consistent with those of the campaign sites (Figure 4). 34˚30'N 1992 Landers 34˚00'N 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W Figure 7. Patterns of faulting, seismicity, and the locations of the Landers‐Mojave line model faults. Grey circles show earthquake epicenters in southern California for the period of 1975 to 2007. Intense seismicity along the western boundary of JTNP initiated with the 1992 Joshua tree earthquake. Aftershocks of this and the subsequent Landers earthquake highlight a narrow belt of deformation, which connects the southern San Andreas fault to the ECSZ. This belt of seismicity coincides with a recently identified zone of small offset faults. White lines indicate modeled fault segments. The location of the ETR and ECSZ faults were chosen to follow this recent narrow belt of earthquake activity. EM A OW DL LU N A SG PI SO ER H PMT2 D PMT3 T1 PM SAF-MC 34˚30'N SHEEPHOLE1 34˚00'N BLUE CUT SAF-LSB SHEEPHOLE2 C F- SA V1 CO CHIRIA SAF-CV2 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W B E C F Computed Observed 20 mm/yr Figure 8. Fault‐block model for the Transrotation model of Dickinson (1996). Red triangles represent sites with observed velocities. White lines indicate fault block boundaries used in the model. Black lines represent select Holocene faults, for comparison with selected modeled faults. (a) Index to fault names selected for each segment. PMT = Pinto Mountain fault; SAF‐MC = San Andreas fault, Mill Creek strand; SAF‐LSB = San Andreas fault, Little San Bernardino strand; SAF‐CV = San Andreas fault, Coachella Valley strands. (b) Comparison of the observed velocites (yellow vectors with 95% confidence error ellipses) and the velocities predicted by the fault‐block modeling (blue vectors). (c) Residual velocites (observed ‐ computed) and their 95% confidence error ellipses. (d) Modeled velocity field on a grid, which is the combination of the individual block motions (e) and the elastic strain associated with the locked faults (f). LML A 34˚30'N D T SAF-M PM C 34˚00'N SAF-LSB JTREE SA F- C 117˚00'W 116˚30'W V 116˚00'W 115˚30'W 33˚30'N 115˚00'W B E C F Computed Observed 20 mm/yr Figure 9. Same as Figure 8, except using the Landers‐Mojave earthquake line model. JTREE = Joshua Tree fault; LML = Landers‐Mojave earthquake line; PMT = Pinto Mountain fault; SAF‐LSB = Little San Bernardino segment of the SAF; SAF‐MC = Mill Creek strand of the SAF; SAF‐CV = Coachella Valley strand of the SAF. N AH SG PI SO ER EM A 34˚30'N D PMT2 SAF-M C T1 PM T EJ 34˚00'N 1 BLUECUT SAF-LSB EJT 2 C FSA V1 CHIRIA CO SAF-CV2 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W B E C F Computed Observed 20 mm/yr Figure 10. Same as Figure 8, except using the modified translation model. EJT = Eastern Joshua Tree faults; PMT = Pinto Mountain faults; SAF‐LSB = Little San Bernardino segment of the SAF; SAF‐MC = Mill Creek strand of the SAF; SAF‐CV = Coachella Valley strands of the SAF. D DL AH SG OW PMT2 T1 PM SAF-M C 34˚30'N LU PI LML A PMT3 SHEEPHOLE1 JT2 34˚00'N BLUECUT SAF-LSB JT1 SHEEPHOLE2 FSA V1 C CO CHIRIA SAF-CV2 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W B E C F Computed Observed 20 mm/yr Figure 11. Same as Figure 8, except using the combination of the transrotation and Landers‐Mojave line model. JT = Joshua Tree faults; LML = Landers‐Mojave line; PMT = Pinto Mountain fault; SAF‐LSB = Little San Bernardino segment of the SAF; SAF‐MC = Mill Creek strand of the SAF; SAF‐CV = Coachella Valley strand of the SAF. 34˚00'N 33˚45'N 115˚45'W 115˚15'W 115˚30'W Figure 12. Contours of gravity anomalies for the ETR (Langenheim et. al., 2007). The locations of the faults for the transrotation model were chosen by selecting locations that best matched the gravity data as well as the mapped Holocene faults (Figure 3). The strands of the SSAF, as well as the Pinto Mountain strands, Blue Cut, and Chiriaco modeled faults follow the steep gravity contours (see Figure 8a for a reference to fault labels). 116˚30'W 116˚15'W 116˚00'W A 34˚30'N B 34˚00'N 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W D C mm/yr -24 -12 0 12 24 Fault slip rate (mm/yr) Figure 13. Strike‐slip rates for the fault segments of the four different models. Reds indicate a right‐lateral sense of motion, with blues indicating left‐lateral motion. Rates are given in Tables 5, 6, 7, and 8. Models are (a) transrotation, (b) Landers‐Mojave line, (c) modified transrotation, and (d) transrotation with the Landers‐Mojave line. Individual block motions are plotted for each case. A 34˚30'N B 34˚00'N 117˚00'W 116˚30'W 116˚00'W 115˚30'W 33˚30'N 115˚00'W D C mm/yr -20 -10 0 10 20 Fault slip rate (mm/yr) Figure 14. Tensile‐slip rates for the fault segments of the four different fault‐block models. Reds indicate closing and blues indicate opening. Each fault section is broken into 4 segments of equal length in order to better determine the rates, especially in areas experiencing block rotations. Average rates for each of the labeled faults are given in Tables 5, 6, 7, and 8. Models are (a) transrotation, (b) Landers‐Mojave line, (c) modified transrotation, and (d) transrotation with the Landers‐Mojave line. Individual block motions are plotted for each case.