Seismicity Patterns in Southern California Before and After the 1994
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Introduction San Andreas Fault: an Overview
Introduction This volume is a general geology field guide to the San Andreas Fault in the San Francisco Bay Area. The first section provides a brief overview of the San Andreas Fault in context to regional California geology, the Bay Area, and earthquake history with emphasis of the section of the fault that ruptured in the Great San Francisco Earthquake of 1906. This first section also contains information useful for discussion and making field observations associated with fault- related landforms, landslides and mass-wasting features, and the plant ecology in the study region. The second section contains field trips and recommended hikes on public lands in the Santa Cruz Mountains, along the San Mateo Coast, and at Point Reyes National Seashore. These trips provide access to the San Andreas Fault and associated faults, and to significant rock exposures and landforms in the vicinity. Note that more stops are provided in each of the sections than might be possible to visit in a day. The extra material is intended to provide optional choices to visit in a region with a wealth of natural resources, and to support discussions and provide information about additional field exploration in the Santa Cruz Mountains region. An early version of the guidebook was used in conjunction with the Pacific SEPM 2004 Fall Field Trip. Selected references provide a more technical and exhaustive overview of the fault system and geology in this field area; for instance, see USGS Professional Paper 1550-E (Wells, 2004). San Andreas Fault: An Overview The catastrophe caused by the 1906 earthquake in the San Francisco region started the study of earthquakes and California geology in earnest. -
2016 Hayward Local Hazard Mitigation Plan
EARTHQUAKE SEA LEVEL RISE FLOOD DROUGHT CLIMATE CHANGE LANDSLIDE HAZARDOUS WILDFIRE TSUNAMI MATERIALS LOCAL HAZARD MITIGATION PLAN 2 016 CITY OF heart of the bay TABLE OF CONTENTS TABLE OF FIGURES ......................................................................................................................... 4 TABLE OF TABLES .......................................................................................................................... 4 EXECUTIVE SUMMARY 5 RISK ASSESSMENT & ASSET EXPOSURE ......................................................................................... 6 EARTHQUAKE ................................................................................................................................. 6 FIRE ............................................................................................................................................... 6 LANDSLIDE ..................................................................................................................................... 6 FLOOD, TSUNAMI, AND SEA LEVEL RISE .......................................................................................... 6 DROUGHT ....................................................................................................................................... 6 HAZARDOUS MATERIALS ................................................................................................................. 7 MITIGATION STRATEGIES ............................................................................................................... -
IV. Environmental Impact Analysis D. Geology and Soils
IV. Environmental Impact Analysis D. Geology and Soils 1. Introduction This section of the Draft EIR analyzes the proposed Project’s potential impacts with regard to geology and soils. The analysis includes an evaluation of the potential geologic hazards associated with fault rupture, seismic ground shaking, liquefaction, landslides, inundation, other geologic conditions, and underlying soils. The analysis is based on the Geotechnical Engineering Evaluation prepared by Geotechnologies Inc., which is provided in Appendix D of this Draft EIR. 2. Environmental Setting a. Existing Conditions (1) Regional Geologic Setting The Project site is located in the northern portion of the Peninsular Ranges Geomorphic Province. The Peninsular Ranges are characterized by northwest-trending blocks of mountain ridges and sediment-floored valleys. The dominant geologic structural features are northwest trending fault zones that fade out to the northwest or terminate at east-trending reverse faults that form the southern margin of the Transverse Ranges. The Los Angeles Basin (Basin) is located at the northern end of the Peninsular Ranges Geomorphic Province. The Basin is bounded to the east and southeast by the Santa Ana Mountains and San Joaquin Hills and to the northwest by the Santa Monica Mountains. Over 22 million years ago, the Basin was a deep marine basin formed by tectonic forces between the North American and Pacific plates. Since that time, over five miles of marine and non-marine sedimentary rock as well as intrusive and extrusive igneous rocks have filled the basin. During the last two million years, defined by the Pleistocene and Holocene epochs, the Basin and surrounding mountain ranges have been uplifted to form City of Los Angeles USC Development Plan SCH. -
Activity of the Offshore Newport–Inglewood Rose Canyon Fault Zone, Coastal Southern California, from Relocated Microseismicity by Lisa B
Bulletin of the Seismological Society of America, Vol. 94, No. 2, pp. 747–752, April 2004 Activity of the Offshore Newport–Inglewood Rose Canyon Fault Zone, Coastal Southern California, from Relocated Microseismicity by Lisa B. Grant and Peter M. Shearer Abstract An offshore zone of faulting approximately 10 km from the southern California coast connects the seismically active strike-slip Newport–Inglewood fault zone in the Los Angeles metropolitan region with the active Rose Canyon fault zone in the San Diego area. Relatively little seismicity has been recorded along the off- shore Newport–Inglewood Rose Canyon fault zone, although it has long been sus- pected of being seismogenic. Active low-angle thrust faults and Quaternary folds have been imaged by seismic reflection profiling along the offshore fault zone, raising the question of whether a through-going, active strike-slip fault zone exists. We applied a waveform cross-correlation algorithm to identify clusters of microseis- micity consisting of similar events. Analysis of two clusters along the offshore fault zone shows that they are associated with nearly vertical, north-northwest-striking faults, consistent with an offshore extension of the Newport–Inglewood and Rose Canyon strike-slip fault zones. P-wave polarities from a 1981 event cluster are con- sistent with a right-lateral strike-slip focal mechanism solution. Introduction The Newport–Inglewood fault zone (NIFZ) was first clusters of microearthquakes within the northern and central identified as a significant threat to southern California resi- ONI-RC fault zone to examine the fault structure, minimum dents in 1933 when it generated the M 6.3 Long Beach earth- depth of seismic activity, and source fault mechanism. -
Structural Superposition in Fault Systems Bounding Santa Clara Valley, California
A New Three-Dimensional Look at the Geology, Geophysics, and Hydrology of the Santa Clara (“Silicon”) Valley themed issue Structural superposition bounding Santa Clara Valley Structural superposition in fault systems bounding Santa Clara Valley, California R.W. Graymer, R.G. Stanley, D.A. Ponce, R.C. Jachens, R.W. Simpson, and C.M. Wentworth U.S. Geological Survey, 345 Middlefi eld Road, MS 973, Menlo Park, California 94025, USA ABSTRACT We use the term “structural superposition” to and/or reverse-oblique faults, including the emphasize that younger structural features are Silver Creek Thrust1 (Fig. 3). The reverse and/or Santa Clara Valley is bounded on the on top of older structural features as a result of reverse-oblique faults are generated by a com- southwest and northeast by active strike-slip later tectonic deformation, such that they now bination of regional fault-normal compression and reverse-oblique faults of the San Andreas conceal or obscure the older features. We use the (Page, 1982; Page and Engebretson, 1984) fault system. On both sides of the valley, these term in contrast to structural reactivation, where combined with the restraining left-step transfer faults are superposed on older normal and/or pre existing structures accommodate additional of slip between the central Calaveras fault and right-lateral normal oblique faults. The older deformation, commonly in a different sense the southern Hayward fault (Aydin and Page, faults comprised early components of the San from the original deformation (e.g., a normal 1984; Andrews et al., 1993; Kelson et al., 1993). Andreas fault system as it formed in the wake fault reactivated as a reverse fault), and in con- Approximately two-thirds of present-day right- of the northward passage of the Mendocino trast to structural overprinting, where preexisting lateral slip on the southern part of the Calaveras Triple Junction. -
Pdf/13/2/269/1000918/269.Pdf 269 by Guest on 24 September 2021 Research Paper
Research Paper THEMED ISSUE: A New Three-Dimensional Look at the Geology, Geophysics, and Hydrology of the Santa Clara (“Silicon”) Valley GEOSPHERE The Evergreen basin and the role of the Silver Creek fault in the San Andreas fault system, San Francisco Bay region, California GEOSPHERE; v. 13, no. 2 R.C. Jachens1, C.M. Wentworth1, R.W. Graymer1, R.A. Williams2, D.A. Ponce1, E.A. Mankinen1, W.J. Stephenson2, and V.E. Langenheim1 doi:10.1130/GES01385.1 1U.S. Geological Survey, 345 Middlefield Road, Menlo Park, California 94025, USA 2U.S. Geological Survey, 1711 Illinois St., Golden, Colorado 80401, USA 9 figures CORRESPONDENCE: zulanger@ usgs .gov ABSTRACT Silver Creek fault has had minor ongoing slip over the past few hundred thou- sand years. Two earthquakes with ~M6 occurred in A.D. 1903 in the vicinity of CITATION: Jachens, R.C., Wentworth, C.M., Gray- The Evergreen basin is a 40-km-long, 8-km-wide Cenozoic sedimentary the Silver Creek fault, but the available information is not sufficient to reliably mer, R.W., Williams, R.A., Ponce, D.A., Mankinen, E.A., Stephenson, W.J., and Langenheim, V.E., 2017, basin that lies mostly concealed beneath the northeastern margin of the identify them as Silver Creek fault events. The Evergreen basin and the role of the Silver Creek Santa Clara Valley near the south end of San Francisco Bay (California, USA). fault in the San Andreas fault system, San Francisco The basin is bounded on the northeast by the strike-slip Hayward fault and Bay region, California: Geosphere, v. -
Multinational Partnership for Research in Earthquake System Science
Offshore South-Central California for the Community Fault Model Report for SCEC Award #15098 Submitted March 28, 2015 Investigators: Christopher Sorlien I. Project Overview Offshore South-Central California for the Community Fault Model A. Abstract The SCEC Community Fault Model in offshore central California and western Santa Barbara Channel is based on 2D fault traces published in the 1980s. There are abundant multichannel seismic reflection (MCS) data, including 3D data, which image the 3D faults. Notably, the right- lateral Hosgri fault is imaged by 3D MCS data to be gently to moderately E-dipping between about 1 and 3 km depth. Much of the effort was focused on northwest Santa Barbara Channel, because of publications proposing M~8 earthquakes on the North Channel – Pitas Point (Ventura) –San Cayetano fault system, and a publication modeling huge sea floor uplifts and tsunamis. This fault system con- tinues 120 km west of Ventura, to west of Pt. Conception where it interacts with the southern termination of the Hosgri fault. The upper 4 km to 7 km of many strands of this fault system are imaged. There are only two geometric segment boundaries in the offshore faults; one located 10 km west of UCSB, and the other being near Gaviota. One lower strand of the system, the Pitas Point-Ventura fault, is continuous for 75 km. There is no evidence for sea floor rupture of the off- shore 60 km of this fault in the last half million years, including since formation of the Last Gla- cial Maximum unconformity. Instead, deep fault slip has been absorbed by a tilting anticline forelimb. -
New Stratigraphic Evidence from the Cascadia Margin Demonstrates That
Agency: U. S. Geological Survey Award Number: 03HQGR0059 Project Title: Holocene Seismicity of the Northern San Andreas Fault Based on Precise Dating of the Turbidite Event Record. Collaborative Research with Oregon State University and Granada University. End Date: 12/31/2003 Final Technical Report Keywords: Paleoseismology Recurrence interval Rupture characteristics Age Dating Principle Investigators: Chris Goldfinger College of Oceanic and Atmospheric Sciences, Oregon State University, Corvallis, Oregon 97331; email: [email protected] C. Hans Nelson Now at Instituto Andaluz de Ciencias de la Tierra, CSIC, Universidad de Granada, Campus de Fuente Nueva s/n ,Granada,18071 Graduate Student: Joel E. Johnson College of Oceanic and Atmospheric Sciences, Oregon State University, Corvallis, Oregon 97331; email: [email protected] Northern San Andreas Seismotectonic Setting The San Andreas Fault is probably the best-known transform system in the world. Extending along the west cost of North America, from the Salton Sea to Cape Mendocino, it is the largest component of a complex and wide plate boundary that extends eastward to encompass numerous other strike-slip fault strands and interactions with the Basin and Range extensional province. The Mendocino Triple junction lies at the termination of the northern San Andreas, and has migrated northward since about 25-28 Ma. As the triple junction moves, the former subduction forearc transitions to right lateral transform motion. West of the Sierra Nevada block, three main fault systems accommodate ~75% of the Pacific-North America plate motion, distributed over a 100 km wide zone (Argus and Gordon, 1991). The remainder is carried by the Eastern California Shear Zone (Argus and Gordon, 1991; Sauber, 1994). -
Marilyn P. Maccabe, Editor U.S. Geological Survey 345 Middlefield
EARTHQUAKE HAZARDS REDUCTION PROGRAM PROJECT SUMMARIES - 1979-80 Marilyn P. MacCabe, Editor U.S. Geological Survey 345 Middlefield Road Menlo Park, California 94025 Open-File Report 81-41 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey standards Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS CONTENTS Introduction ........................... 1 Highlights of Major Accomplishments .................. 2 Earthquake Hazards ....................... 2 Earthquake Prediction ...................... 5 Global Seismology ........................ 7 Induced Seismicity ........................ 9 Project Summaries .......................... 10 Earthquake Hazards Studies .................... 10 Earthquake potential ..................... 10 Tectonic framework, Quaternary geology, and active faults . 10 California ...................... 10 Western U.S. (excluding California) ........... 21 Eastern U.S. ..................... 31 National ...................... 34 Earthquake recurrence and age dating .............. 35 Earthquake effects ...................... 41 Ground Motion .............. ....... 41 Ground failure ...................... 51 Surface faulting ..................... 54 Post-earthquake studies .................. 55 Earthquake losses ...................... 55 Transfer of Research Findings ................. 56 Earthquake Prediction Studies ................... 57 Location of areas where large earthquake are most likely to occur . 57 Syntheses of seismicity, -
4.05 Geology, Soils and Seismicity
SERRAMONTE SHOPPING CENTER EXPANSION PROJECT DRAFT EIR CITY OF DALY CITY GEOLOGY, SOILS, AND SEISMICITY 4.5 GEOLOGY, SOILS, AND SEISMICITY This chapter describes potential impacts associated with the implementation of the proposed Serramonte Shopping Center Expansion Project (Project) that may be related to geology, soils, and seismicity. This chapter also describes the environmental setting of the Project, including the regulatory framework, existing conditions, and policies and mitigation measures that would prevent or reduce significant impacts. 4.5.1 ENVIRONMENTAL SETTING The State of California as well as the City of Daly City have enacted laws and developed regulations that pertain to geology, soils, and seismicity. There are no federal laws or regulations related to geology, soils, and seismicity that are applicable to the Project. The following laws and regulations are relevant to the California Environmental Quality Act (CEQA) review process for the Project. 4.5.1.1 REGULATORY FRAMEWORK State Regulations Alquist-Priolo Earthquake Fault Zoning Act The Alquist-Priolo Earthquake Fault Zoning Act was passed in 1972 to mitigate the hazard of surface fault rupture to 1 structures used for human occupancy. The main purpose of the Act is to prevent the construction of buildings used for human occupancy on top of the traces of active faults. It was passed into law following the February 1971 Mw 6.5 San Fernando (Sylmar) Earthquake that resulted in over 500 million dollars in property damage and 65 deaths.2 Although the Act addresses the hazards associated with surface fault rupture, it does not address other earthquake-related hazards, such as seismically induced ground shaking, liquefaction, or landslides. -
SCF2 NEHRP 02HQGR0041 Report.Final
Final Report Paleoseismology and Seismic Hazards of the San Cayetano Fault Zone 02HQGR0041 James F. Dolan Department of Earth Sciences University of Southern California Los Angeles, CA 90089-0740 (213) 740-8599 [email protected] Southern California (SC) Key Words: Neotectonics, Trench Investigations, Paleoseismology, Recurrence Interval Introduction and Rationale for Research: The San Cayetano Fault The San Cayetano fault is a major, north-dipping reverse fault that extends for 40 km along the northern edge of the Ventura Basin and westward into the Sespe Mountains (Figure 1). The fault has been mapped in detail both at the surface and in the subsurface by a number of researchers, including Schlueter (1976), Yeats (1983), Çemen (1977; 1989), Dibblee (1987, 1990a, 1990b, 1991), Rockwell (1988), Yeats et al. (1994), and Huftile and Yeats (1995a; 1995b; 1996). These studies reveal that the San Cayetano fault is separated into two major sections (or 'lobes') by the 4-km-wide, Sespe Creek lateral ramp near the city of Fillmore (Figure 2). The eastern, or ‘Modelo’ lobe (so named because of prominent exposures of the Miocene Modelo Formation mudstone in the hanging wall), reaches the surface near the southern edge of the mountain front (Figure 3). The surface trace of the fault dies out ~1 km east of the city of Piru, near the mouth of Piru Creek. The mechanical connection between the San Cayetano fault and the Santa Susana fault--the major, high-slip-rate north-dipping reverse fault to the east – is structurally complicated, and there does not appear to be a simple, through-going mechanical connection between these two faults (Yeats, 1987; Huftile and Yeats, 1996). -
Modeling Evolution of the San Andreas Fault System in Northern and Central California
Article Volume 13, Number 8 25 August 2012 Q08016, doi:10.1029/2012GC004086 ISSN: 1525-2027 Modeling evolution of the San Andreas Fault system in northern and central California Anton A. Popov Section of Geodynamic Modeling, GeoForschungsZentrum, DE-14473 Potsdam, Germany Now at Institute for Geosciences, Johannes Gutenberg University, DE-55099 Mainz, Germany Stephan V. Sobolev Section of Geodynamic Modeling, GeoForschungsZentrum, DE-14473 Potsdam, Germany Schmidt Institute of Physics of the Earth, 123995 Moscow, Russia Mark D. Zoback Department of Geophysics, Stanford University, Stanford, California 94305-2215, USA [1] We present a three-dimensional finite element thermomechanical model idealizing the complex deforma- tion processes associated with evolution of the San Andreas Fault system (SAFS) in northern and central California over the past 20 Myr. More specifically, we investigate the mechanisms responsible for the east- ward (landward) migration of the San Andreas plate boundary over time, a process that has largely determined the evolution and present structure of SAFS. Two possible mechanisms had been previously suggested. One mechanism suggests that the Pacific plate first cools and captures uprising mantle in the slab window, subse- quently causing accretion of the continental crustal blocks. An alternative scenario attributes accretion to the capture of plate fragments (microplates) stalled in the ceased Farallon-North America subduction zone. Here we test both these scenarios numerically using a recently developed lithospheric-scale code, SLIM3D, that employs free surface, nonlinear temperature- and stress-dependent elastoviscoplastic rheology and allows for self-generation of faults. Modeling suggests that microplate capture is the primary driving mechanism for the eastward migration of the plate boundary, while the slab window cooling mechanism alone is incapable of explaining this phenomenon.