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The Gulf and Peninsular Province of the Californias 1991
DOI: 10.1306/m47542c15
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Crustal Structure and Seismotectonics of Northern Baja California

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Cited by 14 publications
(7 citation statements)
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“…We estimated groundwater inflows (GWin) using Darcy's law (Fetter, 2000), considering an aquifer depth of 10 m and a hydraulic gradient obtained from the data of a piezometric network conformed by six piezometers and three staff gauges along with three cross‐sections locations: R1‐A1‐A2, R4‐B1‐B2, and R6‐C1‐C2 (Figure 3). We constructed the cross‐sections on the eastern side of the marsh with NE–SW direction, following the regional groundwater flow (Frez & Gonzalez, 1991), and we referenced the measurement point to the mean sea‐level elevation with a differential GPS. No piezometers were built on the north and west side of the Ciénega because groundwater flow lines from Mexicali Valley and Mesa Arenosa de Andrade, located northwest to the Ciénega are oriented to the west, along abandoned channels of the Colorado River.…”
Section: Methodsmentioning
confidence: 99%
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“…We estimated groundwater inflows (GWin) using Darcy's law (Fetter, 2000), considering an aquifer depth of 10 m and a hydraulic gradient obtained from the data of a piezometric network conformed by six piezometers and three staff gauges along with three cross‐sections locations: R1‐A1‐A2, R4‐B1‐B2, and R6‐C1‐C2 (Figure 3). We constructed the cross‐sections on the eastern side of the marsh with NE–SW direction, following the regional groundwater flow (Frez & Gonzalez, 1991), and we referenced the measurement point to the mean sea‐level elevation with a differential GPS. No piezometers were built on the north and west side of the Ciénega because groundwater flow lines from Mexicali Valley and Mesa Arenosa de Andrade, located northwest to the Ciénega are oriented to the west, along abandoned channels of the Colorado River.…”
Section: Methodsmentioning
confidence: 99%
“…We constructed the cross-sections on the eastern side of the marsh with NE-SW direction, following the regional groundwater flow (Frez & Gonzalez, 1991), and we referenced the measurement point to the mean sea-level elevation with a differential GPS. No piezometers were built on the north and west side of the Ciénega because groundwater flow lines from Mexicali Valley and Mesa Arenosa de Andrade, located northwest to the Ciénega are oriented to the west, along abandoned channels of the Colorado River.…”
Section: Inputsmentioning
confidence: 99%
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“…In addition, we tested the stability of our calculations by selecting subsets from our data set. Finally, we analyzed our results in the context of the known features of Mexicali Valley seismicity (Frez and Gonzalez, 1987;Frez and Gonzalez, 1990).…”
Section: The Main Shockmentioning
confidence: 99%
“…For example, our determination for the aftershock of June 9 at 23:33 GMT is almost 2' to the south and 0.5' to the east of the location given by USGS/Caltech. Frez and Gonzalez (1990) reported a systematic error of opposite sense for the Imperial Valley aftershocks located near the Imperial fault, south of the International Border. This difference might be due to a lower seismic velocity associated with the Mexicali Seismic Zone and/or a systematic error in the USGS/Caltech locations due to azimuthal coverage.…”
mentioning
confidence: 99%