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,{"id":65171,"text":"i854A - 1973 - Map showing percolation rates of earth materials in western Whatcom County, Washington","interactions":[],"lastModifiedDate":"2012-02-10T00:11:07","indexId":"i854A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1973","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":"854","subseriesTitle":"NONE","chapter":"A","title":"Map showing percolation rates of earth materials in western Whatcom County, Washington","language":"ENGLISH","doi":"10.3133/i854A","usgsCitation":"Easterbrook, D.J., 1973, Map showing percolation rates of earth materials in western Whatcom County, Washington: U.S. Geological Survey IMAP 854, 1 map :col. ;46 x 69 cm., https://doi.org/10.3133/i854A.","productDescription":"1 map :col. ;46 x 69 cm.","costCenters":[],"links":[{"id":107010,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_9724.htm","linkFileType":{"id":5,"text":"html"},"description":"9724"},{"id":189233,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":91475,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/imap/0854a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"62500","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -122.83333333333333,48.75 ], [ -122.83333333333333,49 ], [ -122.25,49 ], [ -122.25,48.75 ], [ -122.83333333333333,48.75 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a91e4b07f02db656974","contributors":{"authors":[{"text":"Easterbrook, D. J.","contributorId":55089,"corporation":false,"usgs":true,"family":"Easterbrook","given":"D.","middleInitial":"J.","affiliations":[],"preferred":false,"id":272777,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70112314,"text":"70112314 - 1973 - Concealed structures in Arctic Alaska identified on ERTS-1 imagery","interactions":[],"lastModifiedDate":"2018-02-19T17:25:53","indexId":"70112314","displayToPublicDate":"1990-06-12T14:30:00","publicationYear":"1973","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2941,"text":"Oil & Gas Journal","printIssn":"0030-1388","active":true,"publicationSubtype":{"id":10}},"title":"Concealed structures in Arctic Alaska identified on ERTS-1 imagery","docAbstract":"No abstract available.","language":"English","publisher":"PennWell Corporation","publisherLocation":"Tulsa, OK","usgsCitation":"Fischer, W., and Lathram, E.H., 1973, Concealed structures in Arctic Alaska identified on ERTS-1 imagery: Oil & Gas Journal, v. 71, no. 22, p. 97-102.","productDescription":"6 p.","startPage":"97","endPage":"102","costCenters":[{"id":222,"text":"Earth Resources Observation and Science (EROS) Center","active":true,"usgs":true}],"links":[{"id":288526,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Alaska","volume":"71","issue":"22","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"539acbece4b0e83db6d08ee1","contributors":{"authors":[{"text":"Fischer, William A.","contributorId":47787,"corporation":false,"usgs":true,"family":"Fischer","given":"William A.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":494660,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lathram, Ernest H.","contributorId":13900,"corporation":false,"usgs":true,"family":"Lathram","given":"Ernest","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":494659,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":95132,"text":"95132 - 1973 - Procedure for the manufacture of vaccines by means of glutaraldehyde (Procede de Fabrication de vaccins a l'Aide du Glutaraldehyde)","interactions":[],"lastModifiedDate":"2014-05-30T12:48:43","indexId":"95132","displayToPublicDate":"1982-01-01T00:00:00","publicationYear":"1973","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":784,"text":"Annales immunologiae Hungaricae","active":true,"publicationSubtype":{"id":10}},"title":"Procedure for the manufacture of vaccines by means of glutaraldehyde (Procede de Fabrication de vaccins a l'Aide du Glutaraldehyde)","docAbstract":"No abstract available.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Annales immunologiae Hungaricae","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English translation","publisher":"Medicina","publisherLocation":"Budapest","collaboration":"638/FH","usgsCitation":"Cipriano, R.C., 1973, Procedure for the manufacture of vaccines by means of glutaraldehyde (Procede de Fabrication de vaccins a l'Aide du Glutaraldehyde): Annales immunologiae Hungaricae, v. 17, p. 21-31.","productDescription":"11 p.","startPage":"21","endPage":"31","numberOfPages":"11","costCenters":[{"id":365,"text":"Leetown Science Center","active":true,"usgs":true}],"links":[{"id":128247,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"17","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a9ee4b07f02db6609b9","contributors":{"editors":[{"text":"Relyveld, E.H.","contributorId":112366,"corporation":false,"usgs":true,"family":"Relyveld","given":"E.H.","email":"","affiliations":[],"preferred":false,"id":505319,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Girard, O.","contributorId":114125,"corporation":false,"usgs":true,"family":"Girard","given":"O.","email":"","affiliations":[],"preferred":false,"id":505321,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Desormeau-Bedot, J. P.","contributorId":112695,"corporation":false,"usgs":true,"family":"Desormeau-Bedot","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":505320,"contributorType":{"id":2,"text":"Editors"},"rank":3}],"authors":[{"text":"Cipriano, Rocco C. rcipriano@usgs.gov","contributorId":2487,"corporation":false,"usgs":true,"family":"Cipriano","given":"Rocco","email":"rcipriano@usgs.gov","middleInitial":"C.","affiliations":[],"preferred":true,"id":298599,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70120891,"text":"70120891 - 1973 - Interstitial water studies on small core samples, Deep Sea Drilling Project: Leg 10","interactions":[],"lastModifiedDate":"2019-12-16T14:33:13","indexId":"70120891","displayToPublicDate":"1975-01-01T11:39:00","publicationYear":"1973","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1997,"text":"Initial reports of the Deep Sea Drilling Project","active":true,"publicationSubtype":{"id":10}},"title":"Interstitial water studies on small core samples, Deep Sea Drilling Project: Leg 10","docAbstract":"<p>Leg 10 interstitial water analyses provide new indications of the distribution of rock salt beneath the floor of the Gulf of Mexico, both confirming areas previously indicated to be underlain by salt bodies and extending evidence of salt distribution to seismically featureless areas in the Sigsbee Knolls trend and Isthmian Embayment. The criterion for presence of salt at depth is a consistent increase in interstitial salinity and chlorinity with depth.</p><p>Site 86, on the northern margin of the Yucatan Platform, provided no evidence of salt at depth. Thus, our data tend to rule out the suggestion of Antoine and Bryant (1969) that the Sigsbee Knolls salt was squeezed out from beneath the Yucatan Scarp. Cores from Sites 90 and 91, in the central Sigsbee Deep, were not obtained from a great enough depth to yield definite evidence for the presence of buried salt.</p><p>Site 86, on the northern margin of the Yucatan Platform, provided no evidence of salt at depth. Thus, our data tend to rule out the suggestion of Antoine and Bryant (1969) that the Sigsbee Knolls salt was squeezed out from beneath the Yucatan Scarp. Cores from Sites 90 and 91, in the central Sigsbee Deep, were not obtained from a great enough depth to yield definite evidence for the presence of buried salt.</p>","language":"English","publisher":"Integrated Ocean Drilling Program Management International","publisherLocation":"College Station, TX","doi":"10.2973/dsdp.proc.10.121.1973","usgsCitation":"Manheim, F., Sayles, F.L., and Waterman, L.S., 1973, Interstitial water studies on small core samples, Deep Sea Drilling Project: Leg 10: Initial reports of the Deep Sea Drilling Project, v. 10, p. 615-623, https://doi.org/10.2973/dsdp.proc.10.121.1973.","productDescription":"9 p.","startPage":"615","endPage":"623","costCenters":[{"id":186,"text":"Coastal and Marine Geology Program","active":true,"usgs":true},{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"links":[{"id":488226,"rank":0,"type":{"id":40,"text":"Open Access Publisher Index Page"},"url":"http://doi.org/10.2973/dsdp.proc.10.121.1973","text":"Publisher Index Page"},{"id":292419,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"Gulf Of Mexico","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -97.86,18.18 ], [ -97.86,30.4 ], [ -81.04,30.4 ], [ -81.04,18.18 ], [ -97.86,18.18 ] ] ] } } ] }","volume":"10","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53f25fe7e4b0333418718930","contributors":{"authors":[{"text":"Manheim, Frank T. 0000-0003-4005-4524","orcid":"https://orcid.org/0000-0003-4005-4524","contributorId":45294,"corporation":false,"usgs":true,"family":"Manheim","given":"Frank T.","affiliations":[{"id":678,"text":"Woods Hole Coastal and Marine Science Center","active":true,"usgs":true}],"preferred":false,"id":498570,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sayles, Fred L.","contributorId":88279,"corporation":false,"usgs":true,"family":"Sayles","given":"Fred","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":498571,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Waterman, Lee S.","contributorId":30151,"corporation":false,"usgs":true,"family":"Waterman","given":"Lee","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":498569,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":70006470,"text":"70006470 - 1973 - Effects of temperature on embryonic development of lake herring (<i>Coregonus artedii</i>)","interactions":[],"lastModifiedDate":"2014-06-20T11:36:49","indexId":"70006470","displayToPublicDate":"1975-01-01T11:18:00","publicationYear":"1973","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2543,"text":"Journal of the Fisheries Research Board of Canada","active":true,"publicationSubtype":{"id":10}},"title":"Effects of temperature on embryonic development of lake herring (<i>Coregonus artedii</i>)","docAbstract":"Embryonic development of lake herring (<i>Coregonus artedii</i>) was observed in the laboratory at 13 constant temperatures from 0.0 to 12.1 C and in Pickerel Lake (Washtenaw County, Michigan) at natural temperature regimes. Rate of development during incubation was based on progression of the embryos through 20 identifiable stages. \n\nAn equation was derived to predict development stage at constant temperatures, on the general assumption that development stage (DS) is a function of time (days, D) and temperature (T). The equation should also be useful in interpreting estimates from future regressions that include other environmental variables that affect egg development. \n\nA second regression model, derived primarily for fluctuating temperatures, related development rate for stage j (DR<sub>j</sub>), expressed as the reciprocal of time, to temperature (x). The generalized equation for a development stage is: DR<sub>j</sub> = ab<sup>x</sup> c<sup>x<sup>2</sup></sup> d<sup>x<sup>3</sup></sup>. \n\nIn general, time required for embryos to reach each stage of development in Pickerel Lake agreed closely with the time predicted from this equation, derived from our laboratory observations. Hatching time was predicted within 1 day in 1969 and within 2 days in 1970. \n\nWe used the equations derived with the second model to predict the effect of the superimposition of temperature increases of 1 and 2 C on the measured temperatures in Pickerel Lake. Conceivably, hatching dates could be affected sufficiently to jeopardize the first feeding of lake herring through loss of harmony between hatching date and seasonal food availability.","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of the Fisheries Research Board of Canada","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","publisher":"NRC Research Press","doi":"10.1139/f73-135","usgsCitation":"Colby, P.J., and Brooke, L., 1973, Effects of temperature on embryonic development of lake herring (<i>Coregonus artedii</i>): Journal of the Fisheries Research Board of Canada, v. 30, no. 6, p. 799-810, https://doi.org/10.1139/f73-135.","productDescription":"12 p.","startPage":"799","endPage":"810","numberOfPages":"12","costCenters":[{"id":324,"text":"Great Lakes Science Center","active":true,"usgs":true}],"links":[{"id":288970,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":288968,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1139/f73-135"}],"country":"United States","state":"Michigan","county":"Washtenaw County","otherGeospatial":"Pickerel Lake","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -84.789812,45.386668 ], [ -84.789812,45.408435 ], [ -84.743084,45.408435 ], [ -84.743084,45.386668 ], [ -84.789812,45.386668 ] ] ] } } ] }","volume":"30","issue":"6","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53ae76a1e4b0abf75cf2bfc6","contributors":{"authors":[{"text":"Colby, Peter J.","contributorId":89831,"corporation":false,"usgs":true,"family":"Colby","given":"Peter","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":354575,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brooke, L.T.","contributorId":60589,"corporation":false,"usgs":true,"family":"Brooke","given":"L.T.","email":"","affiliations":[],"preferred":false,"id":354574,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70106983,"text":"70106983 - 1973 - Geology and water resources of the Wharton Tract and the Mullica River basin in southern New Jersey","interactions":[],"lastModifiedDate":"2015-10-17T19:24:16","indexId":"70106983","displayToPublicDate":"1975-01-01T10:47:00","publicationYear":"1973","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":135,"text":"Special Report","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"36","title":"Geology and water resources of the Wharton Tract and the Mullica River basin in southern New Jersey","docAbstract":"<p>The Wharton Tract is an area of 150 square miles located in the Mullica River basin in southern New Jersey's Pine Barrens region. The tract is a relatively flat, low-lying, generally sandy area containing shallowly incised streams. The larger streams are commonly bordered by swamps. The tract was purchased by the State primarily as a water-supply preserve, but also for conservation and recreational purposes.</p>\n<p>Mean streamflow at three continuous record gaging stations in the Wharton Tract is: Mullica River near Batsto (46.1-square mile drainage area), 6 mgd (million gallons per day); Batsto River at Batsto (70.5-square mile drainage area), 81 mgd; Oswego River at Harrisville (64.0-square mile drainage area), 55 mgd. Thus mean discharge from this 180.6-sq mi (square mile) area is 202 mgd or 1.12 mgd per sq mi.</p>\n<p>Principal aquifers in the Wharton Tract and Mullic River basin are in the Kirkwood Formation of middle Miocene age, Cohansey Sand of Miocene(?) and Pliocene(?) age, and in overlying hydraulically connected deposits of Quaternary age.</p>\n<p>The Kirkwood Formation is composed of sand, silt, and clay. Diverse lithologies represent deposition in different environments such as nearshore marine, barrier bar, lagoonal, estuarine, and tidal marsh. Hydraulic characteristics of the Kirkwood in the Mullica River basin are virtually unknown. Most Kirkwood aquifers in the basin are believed to be hydraulically connected with the overlying Cohansey Sand.</p>\n<p>The Cohansey Sand is dominantly a quartz sand containing minor amounts of pebbly sand, silty sand, and interbedded clay. Almost all of the Wharton Tract and most of the Mullica River basin lie within the sandier area of the Cohansey, which contains approximately 75 percent sand beds and 25 percent silt and clay beds. Data from test drilling show that the upper 100 feet of sediments in the Wharton Tract contain about 93 percent sand beds, 3.5 percent clay beds, and 3.5 percent silt beds. The Cohansey in the Tract ranges in thickness from less than 50 feet to about 180 feet; the average thickness is about 125 feet.</p>\n<p>The Cohansey Sand is believed to be, in overall aspect, a deltaic deposit. It contains materials that were deposited locally in nearshore-marine, fluvial, estuarine, lagoonal, and beach environments.</p>\n<p>The hydraulic conductivity of Cohansey aquifer material ranges from about 90 to 250 feet per day (660 to 1,885 gallons per day per square foot) in southern New Jersey. One aquifer test in the Wharton Tract gives an average value of 130 feet per day (1,000 gallons per day per square foot). The transmissivity of the Cohansey Sand aquifer through most of the Wharton Tract is typically between 10,000 and 20,000 square feet per day (75,000 and 150,000 gallons per day per foot).</p>\n<p>Deposits of Quaternary age form a discontinuous veneer lying unconformably above the Cohansey Sand. The most important hydrologic function of most of these deposits is to absorb precipitation and transmit the water to the underlying Cohansey Sand. Thicker deposits of estuarine sand and clay of the Cape May Formation fill a channel in the underlying Cohansey Sand along the lower reaches of the Mullica River. This channel deposit is 85 feet thick near Batsto.</p>\n<p>Ground water and surface water in the Mullica River basin are low in dissolved solids, generally less than 50 mg/1 (milligrams per liter). Iron concentrations are generally high, up to 49,000 micrograms per liter (49 mg/1) in ground water and up to 7,100 micrograms per liter (7.1 mg/1) in the streams. The water is acidic as indicated by typical pH values of from 4.5 to 6.5. Color of the surface water is commonly high, ranging from 3 - 150 platinum-cobalt units. After appropriate treatment these waters are acceptable for most uses.</p>\n<p>The Wharton Tract is well situated to support the growing water needs of nearby New Jersey communities. Maximum development of water can be achieved by conjunctive use of ground and surface water. During most of the year, some water would be withdrawn either directly from streams or from adjacent wells. During periods of low flow during summer or fall water would be pumped from wells farther from the stream~. From analysis of flow-duration curves it is estimated that 70 mgd of water could be developed with minimal effect upon low flows in the half of the tract above the gaging stations on the Mullica and Batsto Rivers. The quantity available in the entire tract is greater, possibly in the order of 150 mgd. With augmentation of streamflow by pumping from ground water, it is likely that considerably more water could be safely used on a perennial basis.</p>\n<p>A possibility exists for multiple use of the water resources of the Mullica River through construction of an inexpensive tide barrier at the Garden State Parkway. This would create a fresh water lake in a State forest, park, and recreational area, which would also provide a flexible and economical water supply for much of the Atlantic coastal resort development.</p>","language":"English","publisher":"State of New Jersey Department of Environmental Protection, Division of Water Resources","collaboration":"Prepared in cooperation with United States Department of the Interior Geological Survey","usgsCitation":"Rhodehamel, E.C., 1973, Geology and water resources of the Wharton Tract and the Mullica River basin in southern New Jersey: Special Report 36, 58 p.","productDescription":"58 p.","numberOfPages":"65","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":287918,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":287917,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70106983/report.pdf"}],"country":"United States","state":"New Jersey","otherGeospatial":"Mullica River","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.7768,38.8517 ], [ -75.7768,40.7423 ], [ -73.8448,40.7423 ], [ -73.8448,38.8517 ], [ -75.7768,38.8517 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"537b27f4e4b0929ba496ab78","contributors":{"authors":[{"text":"Rhodehamel, Edward C.","contributorId":38135,"corporation":false,"usgs":true,"family":"Rhodehamel","given":"Edward","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":493827,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":5221235,"text":"5221235 - 1973 - Thickness of the American woodcock eggshell, 1971","interactions":[],"lastModifiedDate":"2020-03-24T10:56:14","indexId":"5221235","displayToPublicDate":"1974-06-16T12:17:55","publicationYear":"1973","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1103,"text":"Bulletin of Environmental Contamination and Toxicology","active":true,"publicationSubtype":{"id":10}},"title":"Thickness of the American woodcock eggshell, 1971","docAbstract":"Eggs or empty shells of the American woodcockwere collected from 10 states in 1971and shell thickness (mean of clutch means) was compared with that of eggs collected from 16 states during the years 1859-1939. The 1971 shells (n = 91) from hatched eggs or those containing fully developed embryos were about i0 percent thinner (P<0.001) than both unembryonated shells (n = 26) from the same year and the 1859-1939 shells (n = 169) from essentially unembryonated eggs. The difference is attributed to the transfer of calcium from the shells to the embryos and not to environmental pollutants.","language":"English","publisher":"Springer","doi":"10.1007/BF01684784","usgsCitation":"Kreitzer, J., 1973, Thickness of the American woodcock eggshell, 1971: Bulletin of Environmental Contamination and Toxicology, v. 9, no. 5, p. 281-286, https://doi.org/10.1007/BF01684784.","productDescription":"6 p.","startPage":"281","endPage":"286","numberOfPages":"6","costCenters":[{"id":531,"text":"Patuxent Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":197246,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Connecticut, Georgia, Indiana, Iowa, Maine, Maryland, Massachusetts, Michigan, Minnesota, New Jersey, New York, North Carolina, Ohio, Pennsylvania, Texas, Vermont, Virginia, Wisconsin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  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