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At 2342 G.m.t. May 2, 1983, a magnitude (ML) 6.7 earthquake occurred about 12 km northeast of the town of Coalinga, approximately halfway between Los Angeles and San Francisco. The shock was felt from Los Angeles to 200 km north of Sacramento and as far east as Las Vegas. Unlike other well-documented, major earthquakes in California in the 20th century, this event was not associated with any previously known or suspected active fault. Comprehensive geologic and geophysical investigations begun soon after the event have demonstrated the absence of a near-surface fault responsible for the earthquake. Instead, the earthquake was closely associated with a fault zone concealed beneath folds developed along the structural boundary between the Coast (Diablo) Ranges and the San Joaquin Valley.

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No abstract available.

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f92f1","contributors":{"authors":[{"text":"Edwards, Kathleen","contributorId":43833,"corporation":false,"usgs":true,"family":"Edwards","given":"Kathleen","email":"","affiliations":[],"preferred":false,"id":272744,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Batson, R. M.","contributorId":76714,"corporation":false,"usgs":true,"family":"Batson","given":"R.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":272745,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":20567,"text":"ofr90316 - 1990 - Tectonic history of the northern Nabitah fault zone, Arabian Shield, Kingdom of Saudi Arabia","interactions":[],"lastModifiedDate":"2015-09-07T13:34:56","indexId":"ofr90316","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"90-316","title":"Tectonic history of the northern Nabitah fault zone, Arabian Shield, Kingdom of Saudi Arabia","docAbstract":"

Geologic mapping combined with structural, petrographic, and geochemical investigations were used to evaluate the motion and paleogeographic setting of the northern Nabitah fault zone. The orientation and asymmetry of small structures in three areas along the fault zone suggest that motion was primarily left-lateral strike slip. East of the fault zone, the Afif terrane is underlain by a north-trending granodioritic batholith that is interpreted to be the plutonic core of a volcanic arc (herein named the Nabitah arc) whose activity was coincident with Nabitah faulting. Available geochronologic data indicate that the Nabitah fault zone and arc were active at 710 Ma and that activity may have continued until about 670 Ma. Relicts of a prebatholithic island-arc ophiolite crop out as roof pendants and septa east of the fault zone. Analysis of petrologic, geochemical, and geochronologic data suggests that these rocks may have formed a terrane older than 800 Ma that was continuous from the Nabitah fault zone to the Nuqrah belt. These rocks may have been moved northward by Nabitah faulting from an original position opposite the Asir terrane.

\n

Scale-model comparisons with Recent and Phanerozoic volcanic arcs suggest that the Nabitah fault zone may have been a transform fault that developed as a result of sinistral oblique subduction east of the Al Amar fault. According to this model, the Abt schist would have formed in an accretionary prism and the Murdama group would have been deposited in a fore-arc basin. Analogs for thrust faults in the northern Arabian Shield are found in modern arcs developed behind oblique subduction zones. The orientations of the Najd faults may reflect initial formation as normal faults in the fore-arc region of such an arc system.

\n

Based on the presence of similar lithologies, similar structure, and analogous tectonic setting, the Mother Lode District in California is reviewed as a model for gold occurrences near the Nabitah fault zone in this report.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr90316","usgsCitation":"Quick, J.E., and Bosch, P.S., 1990, Tectonic history of the northern Nabitah fault zone, Arabian Shield, Kingdom of Saudi Arabia: U.S. Geological Survey Open-File Report 90-316, iii, 87 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr90316.","productDescription":"iii, 87 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":152794,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1990/0316/report-thumb.jpg"},{"id":50086,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50087,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50088,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50089,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1990/0316/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":50090,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1990/0316/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"Saudi Arabia","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n 37,\n 27\n ],\n [\n 43,\n 27\n ],\n [\n 43,\n 19\n ],\n [\n 41,\n 19\n ],\n [\n 37,\n 24\n ],\n [\n 37,\n 27\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adae4b07f02db68592e","contributors":{"authors":[{"text":"Quick, J. E.","contributorId":48563,"corporation":false,"usgs":true,"family":"Quick","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":182858,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bosch, Paul S.","contributorId":95074,"corporation":false,"usgs":false,"family":"Bosch","given":"Paul","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":182859,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":64897,"text":"i1508D - 1990 - Surficial geologic map of Glacier National Park, Montana","interactions":[],"lastModifiedDate":"2012-02-10T00:11:05","indexId":"i1508D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":320,"text":"IMAP","code":"I","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1508","subseriesTitle":"NONE","chapter":"D","title":"Surficial geologic map of Glacier National Park, Montana","language":"ENGLISH","doi":"10.3133/i1508D","usgsCitation":"Carrara, P., 1990, Surficial geologic map of Glacier National Park, Montana: U.S. Geological Survey IMAP 1508, 1 map :col. ;87 x 98 cm., on sheet 97 x 127 cm., folded in envelope 31 x 24 cm., https://doi.org/10.3133/i1508D.","productDescription":"1 map :col. ;87 x 98 cm., on sheet 97 x 127 cm., folded in envelope 31 x 24 cm.","costCenters":[],"links":[{"id":106776,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9272.htm","linkFileType":{"id":5,"text":"html"},"description":"9272"},{"id":189834,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":255272,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1508d/plate-1-preview.pdf","size":"5162","linkFileType":{"id":1,"text":"pdf"}},{"id":91458,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/1508d/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"100000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -114.5,48.25 ], [ -114.5,49 ], [ -113.16666666666667,49 ], [ -113.16666666666667,48.25 ], [ -114.5,48.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db696745","contributors":{"authors":[{"text":"Carrara, P. E.","contributorId":33727,"corporation":false,"usgs":true,"family":"Carrara","given":"P. E.","affiliations":[],"preferred":false,"id":272334,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29818,"text":"wri894187 - 1990 - Automatic tracer-dilution method used for stage-discharge ratings and streamflow hydrographs on small Iowa streams","interactions":[],"lastModifiedDate":"2016-03-09T13:58:11","indexId":"wri894187","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1990","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"89-4187","title":"Automatic tracer-dilution method used for stage-discharge ratings and streamflow hydrographs on small Iowa streams","docAbstract":"

An automatic system was designed to concurrently measure stage and discharge for the purpose of developing stage-discharge ratings and high flow hydrographs on small streams. Stage, or gage height, is recorded by an analog-to-digital recorder and discharge is determined by the constant-rate tracer-dilution method The system measures flow above a base stage set by the user. To test the effectiveness of the system and its components, eight systems, with a variety of equipment, were installed at crest-stage gaging stations across Iowa A fluorescent dye, rhodamine-WT, was used as the tracer.

\n

Tracer-dilution discharge measurements were made during 14 flow periods at six stations from 1986 through 1988 water years. Ratings were developed at three stations with the aid of these measurements. A loop rating was identified at one station during rapidly-changing flow conditions. Incomplete mixing and dye loss to sediment apparently were problems at some stations. Stage hydrographs were recorded for 38 flows at seven stations. Limited data on background fluorescence during high flows were also obtained.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Iowa City","doi":"10.3133/wri894187","collaboration":"Prepared in cooperation with the Highway Research Board, Highway Division, Iowa Department of Transportation","usgsCitation":"Soenksen, P.J., 1990, Automatic tracer-dilution method used for stage-discharge ratings and streamflow hydrographs on small Iowa streams: U.S. Geological Survey Water-Resources Investigations Report 89-4187, vii, 45 p.: ill.; 28 cm., https://doi.org/10.3133/wri894187.","productDescription":"vii, 45 p.: ill.; 28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science 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The Water Resources Division of the U.S. Geological Survey, in cooperation with State agencies, obtains a large amount of data pertaining to the water resources of Arizona each water year. These data, accumulated during many water years, constitute a valuable data base for developing an improved understanding of the water resources of the State. To make these data readily available to interested parties outside the Geological Survey, the data are published annually in this report series entitled \"Water Resources Data for Arizona.\"

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No abstract available.

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Selected water-quality properties and constituents of stormflow and base flow were compared to determine the relation between the degree of urbanization and the water quality in a drainage basin. Samples were collected during three flow categories (rising stage and falling stage of stormflow and base flow) at 18 sites on 11 streams. The degree of urbanization is indicated by grouping the sample sites by development based on the percent of impervious cover in the drainage basin. Four development classifications rural, mostly rural, partly urban, and urban were identified based on ranges of impervious cover in the drainage basins. For each site and development classification, the concentrations and densities in samples collected during the rising stage and falling stage of stormflow and during base flow were compared. Samples were collected for physical organics and inorganics, nutrients, indicator bacteria, inorganic trace elements, synthetic organic compounds, and radiochemical constituents.

\n

Except for dissolved solids, the concentrations in samples collected during the rising stage of stormflow were larger than in samples collected during the falling stage. The concentrations in stormflow were larger than in base flow. The concentrations and densities of suspended solids, biochemical oxygen demand, total organic carbon, total nitrogen, total phosphorus, fecal coliforms, and fecal streptococci increased with increased impervious cover.

\n

For the five sample sites that had a sufficient number of samples from each flow category for statistical comparisons, the median concentrations in samples collected during the rising stage and falling stage of stormflow were significantly larger than the base-flow median concentrations. In addition, the concentrations in samples collected during the rising stage were more variable and significantly larger than in those collected during the falling stage of stormflow. Statistical differences between the median concentrations in samples collected during the rising stage and falling stage of stormflow were not evident for the site with the mostly rural drainage basin.

\n

Except for dissolved solids, the median concentrations in samples collected during the rising stage and falling stage of stormflow increased with increasing development classifications. For base flow, the median concentrations were also larger for more urban classifications than for the other classifications.

\n

The ratio of the number of samples with detectable concentrations to the total number of samples analyzed for 18 inorganic trace elements and the concentrations of many of these minor constituents increased with increasing development classifications. Twenty-two of the 42 synthetic organic compounds for which samples were analyzed were detected in one or more samples. The compounds were detected more frequently and in larger concentrations at the sites with more urban classifications.

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