Max Est. MMI
M4.8 earthquake · shaking intensity by town 19 km SE of Silver Springs, Nevada
Engineering Ground Motion Parameters
GMPE predictions provide an independent check on the ShakeMap interpolated intensities above.
ShakeMap relies on seismic station recordings; in areas with sparse station coverage — or
for large teleseismic events and earthquakes outside dense West Coast networks — ShakeMap
MMI can be inaccurate. A significant difference between ShakeMap and GMPE estimates is a signal
that the ShakeMap result should be treated as preliminary.
Also includes site Vs30 values and raw ground motion parameters (PGA/PGV).
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Engineering Ground Motion Parameters
GMPE predictions provide an independent check on the ShakeMap interpolated intensities above. ShakeMap relies on seismic station recordings; in areas with sparse station coverage — or for large teleseismic events and earthquakes outside dense West Coast networks — ShakeMap MMI can be inaccurate. A significant difference between ShakeMap and GMPE estimates is a signal that the ShakeMap result should be treated as preliminary. Also includes site Vs30 values and raw ground motion parameters (PGA/PGV).
Est. Vs30 Values
Estimated shear-wave velocity in the upper 30 m used in GMPE calculations. Ref. column shows the 760 m/s rock-site reference for comparison.
| Location | Ref. (760 m/s) | Est. Vs30 (m/s) |
|---|---|---|
|
Silver Springs
NV |
760 | 322 |
|
Stagecoach
NV |
760 | 370 |
|
Yerington
NV |
760 | 207 |
MMI vs Distance — Default Vs30 (760 m/s)
All methods using the 760 m/s rock-site reference. ShakeMap values are independent of Vs30.
MMI vs Distance — Est. Vs30
GMPEs use the Est. Vs30 values shown in the table above. ShakeMap values are independent of Vs30.
GMPE Residual — Observed − Predicted MMI
Signed residual at each seismic station. Positive values mean the GMPE underestimated shaking; negative values mean it overestimated. The dashed line at zero indicates perfect agreement.
GMPE Predicted vs. Observed MMI at Seismic Stations
Each point is one seismic station. Points on the dashed 1:1 line indicate perfect agreement; above the line = GMPE underestimated shaking; below = overestimated.
GMPE Performance — Station Observations
Statistics computed by comparing each GMPE's predicted MMI against ShakeMap observed MMI at seismic stations. Bias = mean(observed − predicted). Lower RMSE indicates better overall agreement with instrumental measurements.
| GMPE | Bias | Sigma | RMSE |
|---|---|---|---|
| ASK14 | -0.03 | 0.51 | 0.51 |
| BSSA14 | -0.20 | 0.55 | 0.58 |
| CY14 | +0.10 | 0.50 | 0.51 |
| CB14 | -0.03 | 0.52 | 0.52 |
Peak Ground Motion — Seismic Station Observations
Recorded PGA and PGV at seismic stations, sorted by highest PGA. Top 25 stations shown. MMI (PGA) and MMI (PGV) are independent conversions via Worden et al. (2012) GMICE.
| Station | PGA (g) | MMI (PGA) | PGV (cm/s) | MMI (PGV) |
|---|---|---|---|---|
| Power Line, Lahontan, NV, USA (NN.PWRL) | 1.0050 | Violent(IX) | 41.853 | Severe(VIII) |
| Dead Camel Mountains, Lahontan, NV, USA (NN.DEDC) | 0.3428 | Very Strong(VII) | — | — |
| Buffalo Canyon, Nevada w84gm (NN.BFC) | 0.0084 | Weak(III) | 0.327 | Weak(III) |
| Virginia City, Nevada gps (NN.VCN) | 0.0075 | Weak(III) | 0.126 | Weak(II) |
| Carson City Fire Station (NN.CF03) | 0.0056 | Weak(II) | 0.368 | Weak(III) |
| Carson City Fire Station (NN.CF01) | 0.0043 | Weak(II) | 0.271 | Weak(II) |
| Hidden Valley Golf Course w84gm (NN.HVGC) | 0.0037 | Weak(II) | 0.232 | Weak(II) |
| Carson City Fire Station (NN.CF02) | 0.0035 | Weak(II) | 0.147 | Weak(II) |
| Yerington, Nevada w84gm (NN.YER) | 0.0035 | Weak(II) | 0.152 | Weak(II) |
| Carson City School Admin. w84 (NN.CCAD) | 0.0031 | Weak(II) | 0.137 | Weak(II) |
| National Weather Station w84gm (NN.NOAA) | 0.0031 | Weak(II) | 0.205 | Weak(II) |
| Broken Hills, NV, USA (NN.BRH5) | 0.0030 | Weak(II) | 0.161 | Weak(II) |
| Eagle Valley School, CC w84 (NN.EGLV) | 0.0029 | Weak(II) | 0.154 | Weak(II) |
| Washoe County Golf w84gm (NN.WGLF) | 0.0026 | Weak(II) | 0.209 | Weak(II) |
| Sparks Marina w84 (NN.SMRN) | 0.0024 | Weak(II) | 0.228 | Weak(II) |
| Bishop Manogue Catholic High School, Reno, NV (NN.BMHS) | 0.0021 | Weak(II) | 0.193 | Weak(II) |
| RF07, 3050 Skyline Blvd. w84gm (NN.SKYF) | 0.0021 | Weak(II) | 0.157 | Weak(II) |
| Winnemucca Valley, Nevada w84 (NN.WVA) | 0.0021 | Weak(II) | 0.092 | Weak(II) |
| Queen Bee, Mono County, California (NN.QNBC) | 0.0020 | Weak(II) | 0.051 | Not felt(I) |
| RF05, 1500 Mayberry w84gm (NN.RF05) | 0.0020 | Weak(II) | 0.106 | Weak(II) |
| Sparks Treatment Plant w84gm (NN.SWTP) | 0.0020 | Weak(II) | 0.079 | Weak(II) |
| Bald Mtn, NV (NN.BALD) | 0.0020 | Weak(II) | 0.101 | Weak(II) |
| Rockland Comm. Site (NN.RKLD) | 0.0019 | Weak(II) | 0.086 | Weak(II) |
| Spanish Springs Fire Station (NN.SSFS) | 0.0019 | Weak(II) | 0.197 | Weak(II) |
| RF10, 5250 N. Virginia w84gm (NN.RFNV) | 0.0018 | Weak(II) | 0.138 | Weak(II) |
Ground Shaking Intensities — Interpolated ShakeMap MMI
3 sites| Location | MMI Description |
|---|---|
|
Silver Springs
NV |
Light(IV) |
|
Stagecoach
NV |
Light(IV) |
|
Yerington
NV |
Weak(III) |
Seismic Station Observed MMI
MMI values are derived directly from observed ground motion measurements at seismic stations and are not spatially interpolated.
| Station | MMI Description |
|---|---|
| Power Line, Lahontan, NV, USA (NN.PWRL) | Severe(VIII) |
| Dead Camel Mountains, Lahontan, NV, USA (NN.DEDC) | Very Strong(VII) |
| Yerington, Nevada w84gm (NN.YER) | Weak(II) |