{"pageNumber":"15","pageRowStart":"350","pageSize":"25","recordCount":354,"records":[{"id":26506,"text":"wri7674 - 1976 - Appraisal of water resources in the Hackensack River basin, New Jersey","interactions":[{"subject":{"id":55975,"text":"ofr7057 - 1970 - Appraisal of water resources in the Hackensack River basin, New Jersey","indexId":"ofr7057","publicationYear":"1970","noYear":false,"title":"Appraisal of water resources in the Hackensack River basin, New Jersey"},"predicate":"SUPERSEDED_BY","object":{"id":26506,"text":"wri7674 - 1976 - Appraisal of water resources in the Hackensack River basin, New Jersey","indexId":"wri7674","publicationYear":"1976","noYear":false,"title":"Appraisal of water resources in the Hackensack River basin, New Jersey"},"id":1}],"lastModifiedDate":"2012-11-26T11:46:38","indexId":"wri7674","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1976","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":"76-74","title":"Appraisal of water resources in the Hackensack River basin, New Jersey","docAbstract":"The Hackensack River basin, in the northern part of the New Jersey-New York metropolitan area, includes some of the most highly urbanized areas in the United States as well as a largely undeveloped 23.4 square mile area of tidal marsh referred to as the Hackensack Meadows. Bedrock in the Hackensack River basin, consisting of the Newark Group of Triassic age, is composed of diabase dikes and sills and gently westward dipping sandstone, conglomerate, and shale. The Brunswick Formation of the Newark Group is the only important bedrock aquifer in the basin. Water occurs in this aquifer in joints and fractures. The zone of most abundant and largest water-bearing joints and fractures occurs generally within 200 feet of land surface in lowland areas of major streams and within 400 to 500 feet of land surface in upland areas. Reported yields of industrial and public-supply wells tapping the Brunswick are as much as 600 gpm (gallons per minute): the median yield is 100 gpm. The formation is anisotropic; the greatest permeability and thus the movement of water in response to pumping are parallel to the strike of bedding. Therefore, wells in well fields alined perpendicular to strike have minimum interference. The Newark Group is overlain by unconsolidated deposits of till, varved silt and clay, alluvium, and sand and gravel of Quaternary age. Sand and gravel aquifers consist of (1) deltaic deposits formed at the mouths of streams that entered ancient Lake Hackensack in the western part of the basin and (2) valley-fill deposits along the eastern side of the basin. These aquifers locally yield large quantities of water (greater than 300 gpm) to wells. The chemical quality of water in the Brunswick Formation is generally good, and the water is relatively low in dissolved mineral matter in the upper area of the Hackensack River basin. In the lower area of the basin, water in the Brunswick is highly mineralized: specific conductance ranges from 579 to 3,480 micromhos per centimeter at 25 °C; chloride content ranges from 19 to 755 mg/L (milligrams per liter); and sufate content ranges from 87 to 966 mg/L. Chemical quality in both the Brunswick Formation and the unconsolidated deposits in the lower area is affected by induced recharge of poor quality surface water from the Hackensack River and Newark Bay. Water quality in these surface water bodies is influenced by tidal flooding and by the disposal of an average of 57 mgd (million gallons per day) of sewage and industrial wastes in the Hackensack Meadows. Future development of ground-water supplies in the upper area of the basin is restricted, because such development would decrease surface-water supplies which are almost entirely utilized for water supply. Additional development of ground water in the lower area of the basin is limited by the small amount of ground water in the basin and by the intrusion of highly mineralized surface water into the aquifers.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri7674","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection, Division of Water Resources","usgsCitation":"Carswell, L., 1976, Appraisal of water resources in the Hackensack River basin, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 76-74, vi, 68 p.; 2 Maps: 19 x 27 inches, https://doi.org/10.3133/wri7674.","productDescription":"vi, 68 p.; 2 Maps: 19 x 27 inches","numberOfPages":"74","onlineOnly":"Y","additionalOnlineFiles":"Y","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":157841,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_76_74.gif"},{"id":261956,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1976/74/","linkFileType":{"id":5,"text":"html"}},{"id":261959,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/74/pdf/Figure3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":261957,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/74/pdf/wrir76-74.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":261958,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1976/74/pdf/Figure2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Jersey","otherGeospatial":"Hackensack River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.16666666666667,40.583333333333336 ], [ -74.16666666666667,41.083333333333336 ], [ -73.83333333333333,41.083333333333336 ], [ -73.83333333333333,40.583333333333336 ], [ -74.16666666666667,40.583333333333336 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a2f9","contributors":{"authors":[{"text":"Carswell, L.D.","contributorId":6435,"corporation":false,"usgs":true,"family":"Carswell","given":"L.D.","email":"","affiliations":[],"preferred":false,"id":196510,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70038737,"text":"wri5175 - 1975 - Flood of July 21, 1975 in Mercer County, New Jersey","interactions":[],"lastModifiedDate":"2012-06-19T01:01:45","indexId":"wri5175","displayToPublicDate":"2012-06-18T00:00:00","publicationYear":"1975","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":"51-75","title":"Flood of July 21, 1975 in Mercer County, New Jersey","docAbstract":"Intense rainfall during the evening of July 20 and early morning hours of July 21, 1975 caused flooding of unprecedented magnitude in highly urbanized Mercer County, New Jersey. Over 6 inches (152 millimetres) of rainfall was recorded during a 10-hour period at Trenton, the capital of New Jersey. No lives were lost but damages to highways and bridges, to industrial, business, and residential buildings, to farmlands and crops, and to water supply systems were severe. This report illustrates the magnitude of the flood and provides hydrologic data needed for planning and design to control or lessen damages from future floods. It includes discussions of the antecedent conditions and meteorological aspects of the storm; a description of the flood and comparison to previous floods; a summary of flood stages and discharges; a discussion of flood frequency; and photomosaics which show inundated areas. More than 200 high-water marks are described as to location and elevation above mean sea level.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri5175","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection","usgsCitation":"Stankowski, S.J., Schopp, R.D., and Velnich, A.J., 1975, Flood of July 21, 1975 in Mercer County, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 51-75, vi, 69 p., https://doi.org/10.3133/wri5175.","productDescription":"vi, 69 p.","onlineOnly":"Y","temporalStart":"1975-07-20","temporalEnd":"1975-07-21","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":257660,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_51_75.gif"},{"id":257659,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1975/51/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"New Jersey","county":"Mercer","city":"Trenton","otherGeospatial":"Delaware River;Assunpink Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -74.81666666666666,40.2 ], [ -74.81666666666666,40.333333333333336 ], [ -74.56666666666666,40.333333333333336 ], [ -74.56666666666666,40.2 ], [ -74.81666666666666,40.2 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a1116e4b0c8380cd53ee9","contributors":{"authors":[{"text":"Stankowski, Stephen J.","contributorId":31389,"corporation":false,"usgs":true,"family":"Stankowski","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":464812,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schopp, Robert D.","contributorId":10426,"corporation":false,"usgs":true,"family":"Schopp","given":"Robert","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":464810,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Velnich, Anthony J.","contributorId":15263,"corporation":false,"usgs":true,"family":"Velnich","given":"Anthony","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":464811,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":25926,"text":"wri7414 - 1974 - Water quality and streamflow characteristics, Raritan River Basin, New Jersey","interactions":[],"lastModifiedDate":"2012-09-11T17:16:26","indexId":"wri7414","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"14-74","title":"Water quality and streamflow characteristics, Raritan River Basin, New Jersey","docAbstract":"The findings of a problem-oriented river-system investigation of the stream-quality and streamflow characteristics of the Raritan River basin (1,105 square miles or 2,862 square kilometers drainage area) are described. The investigation covers mainly the period 1955-72.\r\n<p>Precipitation in the basin is classified as ample and averages 47 inches or 120 centimeters per year (3-5 inches or 8-12 centimeters per month). During the study period four general precipitation trends were noted: less than normalin 1955-61 and 1966-70; extreme drought in 1962-66; and above normal in 1971-72.</p>\r\n<p>Analyses of streamflow measurements at eight gaging stations indicate a general trend toward lower flows during the study period, which is attributed to generally lower than normal precipitation. Highest flows were observed in 1958, concurrent with maximum annual precipitation; whereas lowest flows were observed in 1965 during extreme drought conditions.</p>\r\n<p>Non-tidal streams in the basin are grouped into three general regions of similar chemical quality based upon predominant constituents and dissolved-solids concentration during low-flow conditions. The predominant cations in solution in all regions are calcium and magnesium (usually exceeding 60 percent of total cation content). In headwater streams of the North and South Branch Raritan Rivers, bicarbonate is the predominant anion; a combination of sulfate, chloride, and nitrate are the predominant anions in the other two regions. The dissolved-solids concentration of streams in areas little influenced by man's activities generally range from 40 to 200 mg/L. Those in areas influenced by man often range much higher sometimes exceeding 800 mg/L. Suspended-sediment yields in the basin range from 25 to 500 tons per square mile annually.</p>\r\n<p>The water quality of the Raritan River and most tributaries above Manville (784 square miles of 2,030 square kilometers drainage area) generally is good for most industrial, domestic, and recreational uses, although pollution has been reported locally in some areas. A comparison of chemical analyses of water collected at several sampling sites in the 1920's with more recent data, however, indicate that there has been a significant increase in sulfate, chloride, and nitrate ions transported per unit of streamflow. These increases reflect increased waste-water discharges and nutrients in agricultural runoff in the upper basin.</p>\r\n<p>Trends in the dissolved-solids and dissolved-oxygen concentation of water in the Raritan and MIllstone Rivers above their confluence at Manville are described. The dissolved solids of the Millstone River are shown to increase, particularly at low streamflows. For example, at a flow of 100 cubic feet per second (2.83 cubic meters per second) this river tansported 13 percent more dissolved solids in 1969-70 than it did in 1957-58. A similar trend, however, was not apparent on the Raritan River. This phenomenon is attributed to dilution provided since 1964 by upstream reservoir releases during low flows.</p>\r\n<p>With the exception of low-flow periods on the Raritan River, dissolved-oxygen concentrations showed little or no significant time trends at Manville on either the Raritan or Millstone River. An improvement in dissolved-oxygen content at flows lower than 100 cubic feet per second (2.83 cubic meters per second) is observed with time on the Raritan River. This improvement is attributed to generally better quality water and dilution of nonconservative pollutants by upstream reservoir releases during low flows.</p>\r\n<p>The Raritan River between Manville and Perth Amboy flows through a large urban and industrial complex. Much of this reach is tidal. Detrimental activities of man are reflected in higher concentrations of most constituents below Manville than those observed upstream. For example, between Manville and the head of tide near South Bound Brook, the maximum concentration of dissolved solids observed during the study period increased from 464 to 1,520 mg/L; orthophosphates from 0.93 to 2.3 mg/L; phenolic materials from 22 to 312 &mu;g/L; and coliform bacteria from 13,300 to 100,000 colonies per 100 milliliters. A general deterioration in water quality with time in the river below Manville is demonstrated through comparisons of dissolved-oxygen and biochemical-oxygen demand data collected between the late 1920's and early 1970's.</p>\r\n<p>Several time-of-travel measurements within the basin are reported. These data provide reasonable estimates of the time required for soluble contaminants to pass through particular parts of the river system. For example, the peak concentration of a contaminant injected into the river system at Clinton at a flow of 100 cubic feet per second (2.83 cubic meters per second) would be expected to travel to the head of tide near South Bound Brook, about 34 miles (55 kilometers), in about 70 hours; but at a flow of 50 cubic feet per second (1.42 cubic meters per second) the traveltime would increase to about 125 hours.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Trenton, NJ","doi":"10.3133/wri7414","collaboration":"Prepared in cooperation with the State of New Jersey, Department of Environmental Protection.  Originally produced by the USGS New Jersey Water Resources Division.","usgsCitation":"Anderson, P.W., and Faust, S.D., 1974, Water quality and streamflow characteristics, Raritan River Basin, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 14-74, vi, 82 p., https://doi.org/10.3133/wri7414.","productDescription":"vi, 82 p.","numberOfPages":"90","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":158039,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_14_74.gif"},{"id":261813,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/1974/0014/","linkFileType":{"id":5,"text":"html"}},{"id":261814,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1974/0014/pdf/wrir14-74.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Jersey","otherGeospatial":"Raritan River Basin","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -75.11666666666666,40.166666666666664 ], [ -75.11666666666666,40.96666666666667 ], [ -74.16666666666667,40.96666666666667 ], [ -74.16666666666667,40.166666666666664 ], [ -75.11666666666666,40.166666666666664 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a07e4b07f02db5f9b4b","contributors":{"authors":[{"text":"Anderson, Peter W.","contributorId":10400,"corporation":false,"usgs":true,"family":"Anderson","given":"Peter","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":195492,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Faust, Samuel Denton","contributorId":70367,"corporation":false,"usgs":true,"family":"Faust","given":"Samuel","email":"","middleInitial":"Denton","affiliations":[],"preferred":false,"id":195493,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70206199,"text":"70206199 - null - Cross-borehole flow tests and insights into hydraulic connections in fractured mudstone and sandstone","interactions":[],"lastModifiedDate":"2020-03-10T14:58:10","indexId":"70206199","displayToPublicDate":"2007-12-31T15:11:34","noYear":false,"publicationType":{"id":24,"text":"Conference Paper"},"publicationSubtype":{"id":19,"text":"Conference Paper"},"title":"Cross-borehole flow tests and insights into hydraulic connections in fractured mudstone and sandstone","docAbstract":"<p>Cross-borehole flow tests provided insights into hydraulic connections in fractured and dipping mudstone and sandstone that were consistent with the lithostratigraphic and structural framework of a VOCcontaminated bedrock research site in west-central New Jersey. Two cross-borehole flow tests were completed. Each test involved measurement and analysis of transient flow in a newly installed deep corehole with a long open interval during short-term pumping and recovery in an adjacent shallow well with a short open interval. The cross-borehole flow test in the mudstone identified a hydraulic connection through a dipping fractured bed between the pumped interval in the well and a flow zone at an intermediate depth in the corehole. The presence of a hydraulic connection between the pumped well and the corehole was not obvious because the water-level response in the corehole was dominated by a shallow zone of high transmissivity, which was hydraulically isolated from the pumped interval. In the sandstone, the cross-borehole flow test identified a hydraulic connection along dipping fractured beds as well as a connection to a deep high-angle fracture that cuts across bedding. These results suggest that application of cross-borehole flow tests at other contaminated fractured-bedrock sites could provide insights into hydraulic connections useful the design and implementation of monitoring and remediation programs. </p>","largerWorkType":{"id":4,"text":"Book"},"largerWorkTitle":"Symposium on the Application of Geophysics to Engineering and Environmental Problems","largerWorkSubtype":{"id":12,"text":"Conference publication"},"conferenceTitle":"Symposium on the Application of Geophysics to Engineering and Environmental Problems","conferenceDate":"April 1-5, 2007","conferenceLocation":"Denver, CO","language":"English","usgsCitation":"Williams, J., Lacombe, P., Johnson, C.D., and Paillet, F.L., Cross-borehole flow tests and insights into hydraulic connections in fractured mudstone and sandstone, <i>in</i> Symposium on the Application of Geophysics to Engineering and Environmental Problems, Denver, CO, April 1-5, 2007, p. 1140-1152.","productDescription":"12 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