The northern High Plains of Colorado is an area of about 9,500 mi2 (24,600 km2) in the eastern part of the State (index map). The boundaries of the High Plains of Colorado are the State line and the limit of the Ogallala Formation of late Tertiary age. The Ogallala Formation is an unconsolidated or partly consolidated deposit of sand, gravel, clay, and silt and is the major aquifer in the northern High Plains.
No abstract available.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7775","usgsCitation":"Barks, J., 1977, Effects of abandoned lead and zinc mines and tailings piles on water quality in the Joplin area, Missouri: U.S. Geological Survey Water-Resources Investigations Report 77-75, iv, 49 p. , https://doi.org/10.3133/wri7775.","productDescription":"iv, 49 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":396,"text":"Missouri Water Science Center","active":true,"usgs":true}],"links":[{"id":157905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0075/report-thumb.jpg"},{"id":365780,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0075/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","county":"Jasper County","city":"Joplin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -94.61666107177734,\n 37.00666526897537\n ],\n [\n -94.61666107177734,\n 37.14608745948667\n ],\n [\n -94.4223403930664,\n 37.14608745948667\n ],\n [\n -94.4223403930664,\n 37.00666526897537\n ],\n [\n -94.61666107177734,\n 37.00666526897537\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624c24","contributors":{"authors":[{"text":"Barks, J.H.","contributorId":107710,"corporation":false,"usgs":true,"family":"Barks","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":195743,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26064,"text":"wri7755 - 1977 - Water-quality study of Tulpehocken Creek, Berks County, Pennsylvania, prior to impoundment of Blue Marsh Lake","interactions":[],"lastModifiedDate":"2017-07-07T08:40:45","indexId":"wri7755","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-55","title":"Water-quality study of Tulpehocken Creek, Berks County, Pennsylvania, prior to impoundment of Blue Marsh Lake","docAbstract":"Blue Marsh Lake is planned as a multipurpose impoundment to be constructed on Tulpehocken Creek near Bernville, Berks County, Pennsylvania. Prior to construction, samples of water, bed material, and soil were collected throughout the impoundment site to determine concentrations of nutrients, insecticides, trace metals, suspended sediment, and bacteria.
\nAnalyses of water suggest the Tulpehocken Creek basin to be a highly fertile environment. Nitrogen and phosphorus concentrations near the proposed dam site had median values of 4.5 and 0.13 mg/L, respectively.
\nSuspended sediment discharges average between 100 and 200 tons (90.7 to 181.4 metric tons) per day during normal flows but may exceed 10,000 tons (9,070 metric tons) per day during storm runoff. Highest yields were measured during winter and early spring. Concentrations range from 3 mg/L to more than 500 mg/L.
\nBed material samples contain trace quantities of aldrin, DDT, DDD, DDE, dieldrin, and chlordane. Polychlorinated biphyenyls (PCB's) ranged from 10 to 100 μg/kg.
\nSoils at the impoundment site are of average fertility. However, the silt loam texture is ideal for attachment and growth of aquatic plants.
\nBacteria populations indicative of recent fecal contamination are prevalent in the major inflows to the proposed lake. Fecal Coliform exceeded the standards recommended by the Federal Water Pollution Administration Committee on Water Quality Criteria for public water supply in 29 percent of the monthly samples, and exceeded the recommended public bathing waters standard in 83 percent of the samples collected from June to September.
\nArsenic from an industrial waste was found in the water, suspended sediment, and bed material of Tulpehocken Creek in concentrations of 0 to 30 μg/l, 2 to 879 μg/l, and 1 to 79 μg/g, respectively. It represents a potential environmental hazard; however, the measured concentrations are less than that known to be harmful to man, fish, or wildlife, according to published water quality criteria.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7755","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers, Philadelphia District","usgsCitation":"Barker, J.L., 1977, Water-quality study of Tulpehocken Creek, Berks County, Pennsylvania, prior to impoundment of Blue Marsh Lake: U.S. Geological Survey Water-Resources Investigations Report 77-55, v, 59 p., https://doi.org/10.3133/wri7755.","productDescription":"v, 59 p.","numberOfPages":"69","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true},{"id":629,"text":"Water Resources Division","active":false,"usgs":true}],"links":[{"id":277898,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0055/report.pdf"},{"id":279052,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7755.jpg"}],"country":"United States","state":"Pennsylvania","county":"Berks County","city":"Bernville","otherGeospatial":"Blue Marsh Lake;Tulpehocken Creek","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -76.419697,40.226073 ], [ -76.419697,40.574587 ], [ -75.959816,40.574587 ], [ -75.959816,40.226073 ], [ -76.419697,40.226073 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fa8ff","contributors":{"authors":[{"text":"Barker, James L.","contributorId":53000,"corporation":false,"usgs":true,"family":"Barker","given":"James","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":195736,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26011,"text":"wri77106 - 1977 - Annual summary of ground-water conditions in Arizona, spring 1976 to spring 1977","interactions":[],"lastModifiedDate":"2019-08-05T11:12:39","indexId":"wri77106","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-106","title":"Annual summary of ground-water conditions in Arizona, spring 1976 to spring 1977","docAbstract":"Two small-scale maps of Arizona show (1) pumpage of ground water by areas and (2) the status of the ground-water inventory in the State. The main map, which is at a scale of 1:500,000, shows potential well production, depth of water in selected wells in spring 1977, and change in water level in selected wells from 1972 to 1977. The brief text that accompanies the maps summarizes the current ground-water conditions in the State. The withdrawal of ground water was about 5.5 million acre-feet in Arizona in 1976 of which about 4.7 million acre-feet was used for the irrigation. The Salt River Valley and the lower Santa Cruz basin are the largest agricultural areas in the State. For 1972-76, ground-water withdrawal in the two areas was about 8.2 to 4.9 million acre-feet, respectively, and, in general, water levels are declining. Other areas in which ground-water withdrawals have caused large water-level declines are the Willcox, San Simon, upper Santa Cruz, Avra Valley, Gila Bend, Harquahala Plains, and McMullen Valley areas. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77106","usgsCitation":"Babcock, H.M., 1977, Annual summary of ground-water conditions in Arizona, spring 1976 to spring 1977: U.S. Geological Survey Water-Resources Investigations Report 77-106, 2 Plates: 25.28 x 38.34 inches and 25.00 x 38.33 inches, https://doi.org/10.3133/wri77106.","productDescription":"2 Plates: 25.28 x 38.34 inches and 25.00 x 38.33 inches","costCenters":[],"links":[{"id":366237,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0106/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366238,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0106/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":157663,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0106/report-thumb.jpg","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.697265625,\n 31.27855085894653\n ],\n [\n -108.7646484375,\n 31.27855085894653\n ],\n [\n -108.7646484375,\n 36.98500309285596\n ],\n [\n -114.697265625,\n 36.98500309285596\n ],\n [\n -114.697265625,\n 31.27855085894653\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b851","contributors":{"authors":[{"text":"Babcock, H. M.","contributorId":90698,"corporation":false,"usgs":true,"family":"Babcock","given":"H.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26010,"text":"wri7710 - 1977 - Annual summary of ground-water conditions in Arizona, spring 1975 to spring 1976","interactions":[],"lastModifiedDate":"2019-07-17T12:15:06","indexId":"wri7710","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-10","title":"Annual summary of ground-water conditions in Arizona, spring 1975 to spring 1976","docAbstract":"Two small-scale maps of Arizona show (1) pumpage of ground water by areas and (2) the status of the ground-water inventory in the State. A larger map of the State at a scale of 1:500,000 shows potential well production, depth to water in selected wells in spring 1976, and change in water level in selected wells from 1971 to 1976. The brief text that accompanies the maps summarizes the current ground-water conditions in the State. The withdrawal of ground water in Arizona was about 5.6 million acre-feet in 1975, of which about 4.7 million acre-feet was used for the irrigation of crops. The Salt River Valley and the lower Santa Cruz basin are the largest agricultural areas in the State. For 1971-75, ground-water withdrawal in the two areas was about 8.3 and 4.7 million acre-feet, respectively, and, in general, water levels are declining. Other areas in which ground-water withdrawals have caused large water-level declines are the Willcox, San Simon, upper Santa Cruz, Avra Valley, Gila Bend, Harquahala Plains, and McMullen Valley areas. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7710","usgsCitation":"Babcock, H.M., 1977, Annual summary of ground-water conditions in Arizona, spring 1975 to spring 1976: U.S. Geological Survey Water-Resources Investigations Report 77-10, 2 Plates: 24.83 x 24.63 inches and 24.63 x 37.92 inches, https://doi.org/10.3133/wri7710.","productDescription":"2 Plates: 24.83 x 24.63 inches and 24.63 x 37.92 inches","costCenters":[],"links":[{"id":157636,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0010/report-thumb.jpg"},{"id":365666,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0010/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365667,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0010/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Arizona","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -114.76318359375,\n 31.353636941500987\n ],\n [\n -108.96240234375,\n 31.353636941500987\n ],\n [\n -108.96240234375,\n 36.98500309285596\n ],\n [\n -114.76318359375,\n 36.98500309285596\n ],\n [\n -114.76318359375,\n 31.353636941500987\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b892","contributors":{"authors":[{"text":"Babcock, H. M.","contributorId":90698,"corporation":false,"usgs":true,"family":"Babcock","given":"H.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195637,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":23857,"text":"ofr77740 - 1977 - Analysis of bottom material from the Willamette River, Portland Harbor, Oregon","interactions":[],"lastModifiedDate":"2016-06-21T13:41:24","indexId":"ofr77740","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-740","title":"Analysis of bottom material from the Willamette River, Portland Harbor, Oregon","docAbstract":"The bottom material of the Willamette River, Portland Harbor, was sampled in duplicate on February 1, 1977. Results are reported on the following analyses of the material: immediate and long-term oxygen demand; particle size; percent moisture; residue, loss on ignition; and chemical.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Portland, OR","doi":"10.3133/ofr77740","issn":"0094-9140","collaboration":"Prepared in cooperation with the U.S. Army Corps of Engineers","usgsCitation":"McKenzie, S.W., 1977, Analysis of bottom material from the Willamette River, Portland Harbor, Oregon: U.S. Geological Survey Open-File Report 77-740, iv, 8 p., https://doi.org/10.3133/ofr77740.","productDescription":"iv, 8 p.","numberOfPages":"15","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":155686,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr77740.PNG"},{"id":324119,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0740/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad0e4b07f02db680a80","contributors":{"authors":[{"text":"McKenzie, Stuart W.","contributorId":27841,"corporation":false,"usgs":true,"family":"McKenzie","given":"Stuart","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":190868,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25936,"text":"wri76131 - 1977 - Hydrologic considerations in dewatering and refilling Lake Carlton, Orange and Lake Counties, Florida","interactions":[],"lastModifiedDate":"2018-10-29T13:32:19","indexId":"wri76131","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-131","title":"Hydrologic considerations in dewatering and refilling Lake Carlton, Orange and Lake Counties, Florida","docAbstract":"Lake Carlton straddles the line between Lake and Orange Counties in central Florida. The 382-acre (155-hectare) lake is highly eutrophic and subject to virtually perpetual algal blooms. The Florida Game and Fresh Water Fish Commission has proposed to restore the lake to a less eutrophic state by dewatering the lake long enough to allow the muck on its bottom to dry and compact. Lake Carlton would be permanently sealed off from Lake Beauclair which presently serves as a source of nutrient enriched water for Lake Carlton. On the assumption that the seasonal rainfall would be normal, and that the dewatering phase would begin on March 1, the predicted time required to dewater the lake at a pumping rate of 50,000 gallons (190 cubic meters) per minute is 21 days. The average rate of pumping required to maintain the lake in a dewatered condition is computed to be 2,400 gallons (9.08 cubic meters) per minute. If pumping is ended May 31, the predicted altitude to which the lake would recover by October 31 as a result of net natural input is 56.2 feet (17.1 meters) above sea level. Raising the lake level to 63 feet (19.2 meters) above sea level by October 31 would require that the net natural input be supplemented at an average rate of about 4,860 gallons (18.4 cubic meters) per minute between May 31 and October 31.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76131","usgsCitation":"Anderson, W., and Hughes, G., 1977, Hydrologic considerations in dewatering and refilling Lake Carlton, Orange and Lake Counties, Florida: U.S. Geological Survey Water-Resources Investigations Report 76-131, iv, 31 p., https://doi.org/10.3133/wri76131.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":157153,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0131/report-thumb.jpg"},{"id":358901,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0131/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Lake County, Orange County","otherGeospatial":"Lake Carlton","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82,\n 28.5\n ],\n [\n -81.5,\n 28.5\n ],\n [\n -81.5,\n 29\n ],\n [\n -82,\n 29\n ],\n [\n -82,\n 28.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a28e4b07f02db611052","contributors":{"authors":[{"text":"Anderson, Warren","contributorId":7712,"corporation":false,"usgs":true,"family":"Anderson","given":"Warren","affiliations":[],"preferred":false,"id":195511,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hughes, G.H.","contributorId":73975,"corporation":false,"usgs":true,"family":"Hughes","given":"G.H.","email":"","affiliations":[],"preferred":false,"id":195512,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25919,"text":"wri7738 - 1977 - Artificial recharge experiments on the Ship Creek alluvial fan, Anchorage, Alaska","interactions":[],"lastModifiedDate":"2018-03-30T15:48:26","indexId":"wri7738","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-38","title":"Artificial recharge experiments on the Ship Creek alluvial fan, Anchorage, Alaska","docAbstract":"During the summers of 1973 and 1974, water from Ship Creek was diverted at an average rate of approximately 6 cubic feet per second to an 11-acre recharge basin. Maximum sustained unit recharge for the basin was approximately 1.4 feet per day. Dur-ing 1975 a second basin of 8 acres was also used for recharge, and the total diversion rate was increased to as much as 30 cubic feet per second. The second basin was never completely filled, but the unit recharge rate was estimated to be at least four times as great as that in the first basin.
During 1973 and 1974, when only one recharge basin was in operation, a maximum rise of 18 feet was observed in the ground-water table near the basin. In 1975, when both basins were being used, the maximum rise was 30 feet in the same area. During 1973 and 1974, the water-level rise was 12 and 8 feet in the unconfined and confined systems, respectively, at a point 4.400 feet downgradient from the basins; in 1975 the rise at the same point was 31 and 16 feet, respectively.
It was originally believed that because of the location of the recharge ponds within the natural recharge zone of the area's confined aquifer system, the source of the major portion of Anchorage's public water supply, most of the artificially recharged water would enter that system. However, water-level data and changes in saturation conditions interpreted from borehole geophysical logs indicate that most of the recharged water remained in the unconfined aquifer. In addition, the potentiometric rise that was achieved in the confined aquifer during summer operation of the recharge basins was quickly dissipated when diversion stopped and the basins drained. Thus the benefits of recharge would not persist into late winter, the critical period of water availability in Anchorage, unless diversion to the basins could be continued until January or February.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7738","usgsCitation":"Anderson, G.S., 1977, Artificial recharge experiments on the Ship Creek alluvial fan, Anchorage, Alaska: U.S. Geological Survey Water-Resources Investigations Report 77-38, Report: v, 39 p.; Plate: 16.13 x 18.21 inches, https://doi.org/10.3133/wri7738.","productDescription":"Report: v, 39 p.; Plate: 16.13 x 18.21 inches","costCenters":[],"links":[{"id":158128,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Alaska","city":"Anchorage","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -150.09796142578125,\n 61.018386522468596\n ],\n [\n -149.52667236328125,\n 61.018386522468596\n ],\n [\n -149.52667236328125,\n 61.312451574838214\n ],\n [\n -150.09796142578125,\n 61.312451574838214\n ],\n [\n -150.09796142578125,\n 61.018386522468596\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db672c32","contributors":{"authors":[{"text":"Anderson, Gary S.","contributorId":36534,"corporation":false,"usgs":true,"family":"Anderson","given":"Gary","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":195482,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26334,"text":"wri7743 - 1977 - Lateral migration of the Middle Sacramento River, California","interactions":[],"lastModifiedDate":"2019-07-22T12:09:29","indexId":"wri7743","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-43","title":"Lateral migration of the Middle Sacramento River, California","docAbstract":"Rates and processes of lateral erosion were studied for the middle Sacramento River between Chico Landing and Colusa, Calif. , a river distance of about 50 miles which is bordered by valuable agricultural land. The study is based on comparison of maps made during 1867-1949 and on aerial photographs made during 1924-74. Meander loops migrate by downstream translation in a direction nearly perpendicular to the loop axis. Loops are cut off by straight or diagonal chutes across the meander neck. The sinuosity of the river has gradually decreased from a value of 1.56 in 1896 to 1.35 in 1974. The morphology and curvature of meander loops cut off before white settlers came to the area indicate that the river was more stable, as well as more sinuous , then than now; subsequent morphologic changes are attributed mainly to the clearing of riparian vegetation and the effects of levees in reducing the area of overflow. The bank-erosion is 1.82 acres per year per stream mile or about 15 feet per year per stream foot for the period 1896-1974. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7743","usgsCitation":"Brice, J.C., 1977, Lateral migration of the Middle Sacramento River, California: U.S. Geological Survey Water-Resources Investigations Report 77-43, iv, 51 p. , https://doi.org/10.3133/wri7743.","productDescription":"iv, 51 p. ","costCenters":[],"links":[{"id":365785,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0043/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158005,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0043/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Sacramento River","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1ee4b07f02db6aa687","contributors":{"authors":[{"text":"Brice, James Coble","contributorId":49004,"corporation":false,"usgs":true,"family":"Brice","given":"James","email":"","middleInitial":"Coble","affiliations":[],"preferred":false,"id":196201,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25891,"text":"wri7751 - 1977 - Sources of emergency water supplies in Santa Clara County, California","interactions":[],"lastModifiedDate":"2019-07-22T12:11:56","indexId":"wri7751","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-51","title":"Sources of emergency water supplies in Santa Clara County, California","docAbstract":"Water distribution systems in Santa Clara County, Calif., may be damaged and rendered inoperable by a large earthquake or other disaster. In such an event, individual agencies may have to implement emergency measures to supply water for drinking, firefighting, decontamination, or other purposes. In Santa Clara County, 128 wells have been identified as potential water-supply sources in emergencies. The criteria used to select the wells are: yield of at least 3 liters per second (50 gallons per minute), good water quality, ready accessibility, and available emergency power. Purification methods of small water supplies are described. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7751","usgsCitation":"Akers, J.P., 1977, Sources of emergency water supplies in Santa Clara County, California: U.S. Geological Survey Water-Resources Investigations Report 77-51, Report: iv, 21 p.; 1 Plate: 32.13 x 27.16 inches, https://doi.org/10.3133/wri7751.","productDescription":"Report: iv, 21 p.; 1 Plate: 32.13 x 27.16 inches","costCenters":[{"id":154,"text":"California Water Science Center","active":true,"usgs":true}],"links":[{"id":365787,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0051/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":365788,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0051/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158545,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0051/report-thumb.jpg"}],"country":"United 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Most of the sedimentary formations in this area are fine-grained rocks of Tertiary age that have been folded and faulted. These rocks, in general, yield supplies of water sufficient only for individual domestic supplies. The Lompico and Santa Margarita Sandstones, however, are coarser grained and have the potential to yield moderate quantities of water (50-100 gallons per minute). Areas where the Lompico Sandstone might warrant explorations are (1) near and on the west side of the Ben Lomond fault, (2) near and south of the outcrop of the Lompico Sandstone between Ben Lomond and Felton, and (3) in the area near Bald Mountain School. The Santa Margarita Sandstone should be explored by test drilling in the area between Davenport and Bonnie Doon. The quality of ground water is generally good, although saline water occurs in the San Lorenzo Formation near Redwood Grove and Riverside Grove. 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P.","contributorId":82678,"corporation":false,"usgs":true,"family":"Akers","given":"J.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":195427,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jackson, L.E.","contributorId":69607,"corporation":false,"usgs":true,"family":"Jackson","given":"L.E.","email":"","affiliations":[],"preferred":false,"id":195426,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25884,"text":"wri76115 - 1977 - Water resources of the Maunabo Valley, Puerto Rico","interactions":[],"lastModifiedDate":"2025-01-13T19:16:01.315585","indexId":"wri76115","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-115","title":"Water resources of the Maunabo Valley, Puerto Rico","docAbstract":"The Maunabo Valley, in southestern Puerto Rico, consists of a 3.5-square-mile alluvial plain surrounded by hills of metavolcanic and igneous intrusive rocks. The principal source of ground water in the basin is a shallow unconfined aquifer in the valley alluvium. Continuous pumping of the shallow aquifer has induced the flow of saltwater and has caused the chloride concentration to increase from about 30 to 540 milligrams per liter in the lower part of the valley. A study from January 1971 to December 1974 indicated that the hydraulic conductivities of the aquifer materials, in the basin, are less than 1 foot per day for the metavolcanic and igneous rocks. Estimated conductivities range from 10 to 100 feet per day for the alluvium. The average transmissivity of the alluvial aquifer is estimated to be 4,000 feet squared per day and the average specific capacity is 20 gallons per minute per foot of drawdown. In December 1974, the alluvial aquifer contained an estimated 10 ,000 acre-feet of water in recoverable storage. The data suggest that water supplies to meet future needs could be supplemented by the construction of surface-water-control structures and additional wells. Analysis of a digital simulation model suggests that wells be located in the upper reaches of the alluvial aquifer where a sustained yield of 3,000 gallons per minute could be obtained. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76115","usgsCitation":"Adolphson, D.G., Seijo, M., and Robison, T.M., 1977, Water resources of the Maunabo Valley, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 76-115, v, 38 p., https://doi.org/10.3133/wri76115.","productDescription":"v, 38 p.","costCenters":[],"links":[{"id":124194,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0115/report-thumb.jpg"},{"id":54646,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0115/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":466133,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_49082.htm","linkFileType":{"id":5,"text":"html"}}],"country":"United States","otherGeospatial":"Maunabo Valley, Puerto Rico","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -65.9892,\n 18.067\n ],\n [\n -65.9892,\n 17.9833\n ],\n [\n -65.875,\n 17.9833\n ],\n [\n -65.875,\n 18.067\n ],\n [\n -65.9892,\n 18.067\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cfe4b07f02db545d04","contributors":{"authors":[{"text":"Adolphson, D. G.","contributorId":106081,"corporation":false,"usgs":true,"family":"Adolphson","given":"D.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":195422,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Seijo, M.A.","contributorId":33317,"corporation":false,"usgs":true,"family":"Seijo","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":195420,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Robison, Tully M.","contributorId":77969,"corporation":false,"usgs":true,"family":"Robison","given":"Tully","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":195421,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26350,"text":"wri774 - 1977 - Reconnaissance of ground-water resources in a part of the Yampa River basin between Craig and Steamboat Springs, Moffat and Routt counties, Colorado","interactions":[],"lastModifiedDate":"2018-11-16T09:37:24","indexId":"wri774","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-4","title":"Reconnaissance of ground-water resources in a part of the Yampa River basin between Craig and Steamboat Springs, Moffat and Routt counties, Colorado","docAbstract":"This report presents the results of an investigation of ground-water resources in that part of the Yampa River basin between the towns of Craig and Steamboat Springs. The location of the study area is shown on the index map. The investigation was begun in 1975 by the U.S. Geological Survey in cooperation with the Colorado Department of Natural Resources, Division of Water Resources, Office of the State Engineer.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri774","usgsCitation":"Brogden, R., and Giles, T., 1977, Reconnaissance of ground-water resources in a part of the Yampa River basin between Craig and Steamboat Springs, Moffat and Routt counties, Colorado: U.S. Geological Survey Water-Resources Investigations Report 77-4, 46.26 x 32.60 inches, https://doi.org/10.3133/wri774.","productDescription":"46.26 x 32.60 inches","costCenters":[],"links":[{"id":359484,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0004/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0004/report-thumb.jpg"}],"country":"United States","state":"Colorado","county":"Moffat County, Routt County","city":"Craig, Steamboat Springs","otherGeospatial":"Yampa River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -107.75390625,\n 40.225024210604964\n ],\n [\n -106.75140380859374,\n 40.225024210604964\n ],\n [\n -106.75140380859374,\n 40.74517613004631\n ],\n [\n -107.75390625,\n 40.74517613004631\n ],\n [\n -107.75390625,\n 40.225024210604964\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a6ce4b07f02db63e752","contributors":{"authors":[{"text":"Brogden, R. E.","contributorId":43356,"corporation":false,"usgs":true,"family":"Brogden","given":"R. E.","affiliations":[],"preferred":false,"id":196230,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Giles, T.F.","contributorId":83096,"corporation":false,"usgs":true,"family":"Giles","given":"T.F.","email":"","affiliations":[],"preferred":false,"id":196231,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":25858,"text":"wri7784 - 1977 - Water resources inventory of northwest Florida","interactions":[],"lastModifiedDate":"2019-07-22T10:44:04","indexId":"wri7784","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-84","title":"Water resources inventory of northwest Florida","docAbstract":"Water resources of the 16 counties of the northwest Florida appear adequate unitl at least 2020. In the 4 westernmost counties, the sand-and-gravel aquifer and streams combined could provide 2,200 to 3,600 million gallons per day of water. Streams outside these counties could provide 5,600 million gallons per day. The Floridan aquifer could provide 220 million gallons per day. Generally, water of quality suitable for most purposes is available throughout the area, although water in smaller streams and in the sand-and-gravel aquifer is acidic and locally contains excessive iron. Water in the upper part of the Floridan aquifer is generally fresh, but saline at depth and in some coastal areas. The quantity of water available in the study area is about 8,020 to 9,420 million gallons per day and projected needs for the year 2020 range from 2,520 to 4,130 million gallons per day. ' Approximate method ' flood-prone area maps cover most of the area. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7784","usgsCitation":"Dysart, J., Pascale, C., and Trapp, H., 1977, Water resources inventory of northwest Florida: U.S. Geological Survey Water-Resources Investigations Report 77-84, v, 114 p. , https://doi.org/10.3133/wri7784.","productDescription":"v, 114 p. ","costCenters":[],"links":[{"id":365763,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0084/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158288,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0084/report-thumb.jpg"}],"country":"United States","state":"Florida","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -87.659912109375,\n 29.554345125748267\n ],\n [\n -83.880615234375,\n 29.554345125748267\n ],\n [\n -83.880615234375,\n 31.043521630684204\n ],\n [\n -87.659912109375,\n 31.043521630684204\n ],\n [\n -87.659912109375,\n 29.554345125748267\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f5e4b07f02db5f09ff","contributors":{"authors":[{"text":"Dysart, J.E.","contributorId":23939,"corporation":false,"usgs":true,"family":"Dysart","given":"J.E.","affiliations":[],"preferred":false,"id":195370,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pascale, C.A.","contributorId":68724,"corporation":false,"usgs":true,"family":"Pascale","given":"C.A.","email":"","affiliations":[],"preferred":false,"id":195371,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Trapp, Henry","contributorId":107693,"corporation":false,"usgs":true,"family":"Trapp","given":"Henry","affiliations":[],"preferred":false,"id":195372,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":24150,"text":"ofr77424 - 1977 - Baseline water quality of Long Meadow Lake, Ponds AP-9 and AP-10, and Black Dog Creek, Hennepin and Dakota counties, Minnesota","interactions":[],"lastModifiedDate":"2018-03-19T10:42:48","indexId":"ofr77424","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-424","title":"Baseline water quality of Long Meadow Lake, Ponds AP-9 and AP-10, and Black Dog Creek, Hennepin and Dakota counties, Minnesota","docAbstract":"Long Meadow Lake, Black Dog Creek, and Ponds AP-9 and AP-10 which lie in an area designated for a trunk highway bridge crossing the Minnesota River, were sampled for baseline water quality prior to construction of the bridge. Data collected show that dissolved solids fluctuate seasonally. Dissolved oxygen:/ranged from less than 1 milligram per liter under an ice cover to 13-9 milligrams per liter in the September sample at site 4 in Long Meadow Lake. The phytoplankton analyses showed pulses in algae populations, blue-green algae being the dominant type in at least one sample from each of the water courses.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/ofr77424","issn":"0094-9140","collaboration":"Prepared in cooperation with the Minnesota Department of Transportation","usgsCitation":"Payne, G.A., 1977, Baseline water quality of Long Meadow Lake, Ponds AP-9 and AP-10, and Black Dog Creek, Hennepin and Dakota counties, Minnesota: U.S. Geological Survey Open-File Report 77-424, v, 56 p., https://doi.org/10.3133/ofr77424.","productDescription":"v, 56 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":95509,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0424/report.pdf","size":"1925","linkFileType":{"id":1,"text":"pdf"}},{"id":155957,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0424/report-thumb.jpg"}],"country":"United States","state":"Minnesota","otherGeospatial":"Long Meadow Lake, Ponds AP-9 and AP-10, and Black Dog Creek","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -93.208333,\n 44.866667\n ],\n [\n -93.208333,\n 44.775\n ],\n [\n -93.270833,\n 44.775\n ],\n [\n -93.270833,\n 44.866667\n ],\n [\n -93.208333,\n 44.866667\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db6487d2","contributors":{"authors":[{"text":"Payne, G. A.","contributorId":62190,"corporation":false,"usgs":true,"family":"Payne","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":191406,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":24420,"text":"ofr77642 - 1977 - Water table in the surficial aquifer and potentiometric surface of the Floridan Aquifer in selected well fields, west-central Florida, May 1977","interactions":[],"lastModifiedDate":"2012-02-02T00:08:14","indexId":"ofr77642","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-642","title":"Water table in the surficial aquifer and potentiometric surface of the Floridan Aquifer in selected well fields, west-central Florida, May 1977","docAbstract":"The coastal parts of Pasco, Pinellas and Hillsborough are undergoing extensive urban development. The Floridan aquifer is the area 's principal water supply. Potentiometric and water-table maps were prepared in order to determine the effect of groundwater withdrawals in selected well fields in west-central Florida. These maps were prepared in May 1977 to capture the annual low-water-level period. Declines in the potentiometric surface ranged from 3 feet in the Starkey well field to 25 feet in the Sun City well field. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr77642","issn":"0094-9140","usgsCitation":"Ryder, P.D., and Mills, L.R., 1977, Water table in the surficial aquifer and potentiometric surface of the Floridan Aquifer in selected well fields, west-central Florida, May 1977: U.S. Geological Survey Open-File Report 77-642, 14 leaves :ill. maps ;27 cm.; (17 p., 4 sheets - PGS), https://doi.org/10.3133/ofr77642.","productDescription":"14 leaves :ill. maps ;27 cm.; (17 p., 4 sheets - PGS)","costCenters":[],"links":[{"id":156965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f00e9","contributors":{"authors":[{"text":"Ryder, Paul D.","contributorId":60188,"corporation":false,"usgs":true,"family":"Ryder","given":"Paul","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":191889,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mills, L. R.","contributorId":26281,"corporation":false,"usgs":true,"family":"Mills","given":"L.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":191888,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":24521,"text":"ofr77525 - 1977 - Water resources in western Cortland County, New York: hydrologic data for 1972-75 and progress report","interactions":[],"lastModifiedDate":"2012-02-02T00:08:04","indexId":"ofr77525","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-525","title":"Water resources in western Cortland County, New York: hydrologic data for 1972-75 and progress report","docAbstract":"Basic data on the surface water, ground water, and water quality of Cortland County, New York, are presented with a short explanatory text. Seepage investigations showed that during periods of base flow, the surface-water regime cannot be predicted on the basis of flow-duration figures alone. The investigations also indicate that the streambeds are permeable for extended reaches throughout the areas studied. Inconsistent data on gain or loss for a given reach are assumed to be indicative of the changes in rate of ground-water recharge or discharge. Analysis of surface-water quality since 1972 showed high nitrate (as NO3) concentrations (4 to 18 mg/liter) in the Cortland area and in Factory Brook. The nitrate source is probably from human activities. Although ground water in the Gridley Creek basin is moderately hard (34 to 140 mg/liter CaCO3), it generally meets standards of the New York State Department of Health. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Dept. of the Interior, Geological Survey,","doi":"10.3133/ofr77525","issn":"0094-9140","usgsCitation":"Shindel, H.L., Buller, W., and Johnston, W.H., 1977, Water resources in western Cortland County, New York: hydrologic data for 1972-75 and progress report: U.S. Geological Survey Open-File Report 77-525, 36 p. :ill., maps ;28 cm.; (55 p. - PGS), https://doi.org/10.3133/ofr77525.","productDescription":"36 p. :ill., maps ;28 cm.; (55 p. - PGS)","costCenters":[],"links":[{"id":155927,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0525/report-thumb.jpg"},{"id":53572,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0525/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b01e4b07f02db69861a","contributors":{"authors":[{"text":"Shindel, Harold L.","contributorId":43383,"corporation":false,"usgs":true,"family":"Shindel","given":"Harold","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":192071,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Buller, William","contributorId":16449,"corporation":false,"usgs":true,"family":"Buller","given":"William","email":"","affiliations":[],"preferred":false,"id":192070,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Johnston, William H.","contributorId":59834,"corporation":false,"usgs":true,"family":"Johnston","given":"William","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":192072,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":25561,"text":"wri77120 - 1977 - Ground-water resources of the Upper Winooski River basin, Vermont","interactions":[],"lastModifiedDate":"2015-10-21T11:21:49","indexId":"wri77120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"77-120","title":"Ground-water resources of the Upper Winooski River basin, Vermont","docAbstract":"Ground water in the upper Winooski River basin, Vermont, occurs in bedrock and in overlying unconsolidated deposits of glacial origin. Bedrock in the area is composed of a series of metamorphic and igneous rocks. Median yield for 126 wells in four different bedrock formations ranges from 5 to 6 gallons per minute, and median depth ranges from 130 to 200 feet. Lineaments, interpreted as fracture of breakage zones in bedrock, were mapped to identify zones where well yields are expected to be higher than average.
\nUnconsolidated deposits in the upper Winooski River basin include unsorted till, water-sorted clay, silt, sand, and gravel. Properly constructed wells in saturated deposits of sand or gravel having high permeability can yield large quantities of water. Twenty-six domestic wells in these unconsolidated deposits have a median yield of 18 gallons per minute and a median depth of 58 feet.
\nChemical analysis of water from six wells indicate a median hardness of 120 milligrams per liter, (as CaCO3), which is moderately hard. Iron and manganese are common constituents of ground water in the area, and several analyses show concentrations of these elements which exceed recommended National Academy of Sciences and National Academy of Engineering (1973) limits for public drinking water supplies.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77120","collaboration":"Prepared in cooperation with the State of Vermont, Agency of Environmental Conservation, Department of Water Resources","usgsCitation":"Hodges, A.L., Willey, R.E., Ashley, J.W., and Butterfield, D., 1977, Ground-water resources of the Upper Winooski River basin, Vermont: U.S. Geological Survey Water-Resources Investigations Report 77-120, Report: iv, 27 p.; 4 Plates: 33.88 x 42.89 inches or smaller, https://doi.org/10.3133/wri77120.","productDescription":"Report: iv, 27 p.; 4 Plates: 33.88 x 42.89 inches or smaller","numberOfPages":"34","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":310270,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0120/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}},{"id":310271,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0120/plate-1.pdf","text":"Plate 1","linkFileType":{"id":1,"text":"pdf"}},{"id":310272,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0120/plate-2.pdf","text":"Plate 2","linkFileType":{"id":1,"text":"pdf"}},{"id":310273,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0120/plate-3.pdf","text":"Plate 3","linkFileType":{"id":1,"text":"pdf"}},{"id":310274,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0120/plate-4.pdf","text":"Plate 4","linkFileType":{"id":1,"text":"pdf"}},{"id":157665,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri77120.PNG"}],"country":"United States","state":"Vermont","otherGeospatial":"Upper Winooski River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.92724609375,\n 44.15856343854312\n ],\n [\n -72.92724609375,\n 44.49650533109348\n ],\n [\n -72.11975097656249,\n 44.49650533109348\n ],\n [\n -72.11975097656249,\n 44.15856343854312\n ],\n [\n -72.92724609375,\n 44.15856343854312\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a7fe4b07f02db649202","contributors":{"authors":[{"text":"Hodges, Arthur L. Jr.","contributorId":62075,"corporation":false,"usgs":true,"family":"Hodges","given":"Arthur","suffix":"Jr.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":194199,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Willey, Richard E.","contributorId":30972,"corporation":false,"usgs":true,"family":"Willey","given":"Richard","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":194201,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ashley, James W.","contributorId":102523,"corporation":false,"usgs":false,"family":"Ashley","given":"James","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":194200,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Butterfield, David","contributorId":28607,"corporation":false,"usgs":true,"family":"Butterfield","given":"David","affiliations":[],"preferred":false,"id":194198,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":24981,"text":"pp1050 - 1977 - Geological Survey research 1977","interactions":[],"lastModifiedDate":"2025-01-07T18:00:46.952342","indexId":"pp1050","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1050","title":"Geological Survey research 1977","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1050","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1977, Geological Survey research 1977: U.S. Geological Survey Professional Paper 1050, xii, 411 p., https://doi.org/10.3133/pp1050.","productDescription":"xii, 411 p.","costCenters":[],"links":[{"id":118861,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1050/report-thumb.jpg"},{"id":403857,"rank":2,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_92973.htm","text":"Unconformity between the Late Cretaceous and early Tertiary in western Puerto Rico; concept rejected","linkFileType":{"id":5,"text":"html"}},{"id":53966,"rank":3,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1050/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":465777,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_92974.htm","text":"Age of Sarten Sandstone and Colorado Formation, Luna County, New Mexico","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adee4b07f02db6876a1","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":529142,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":25023,"text":"pp715B - 1977 - Combined Ice and Water Balances of Maclure Glacier, California, South Cascade Glacier, Washington, and Wolverine and Gulkana Glaciers, Alaska, 1967 Hydrologic Year","interactions":[],"lastModifiedDate":"2012-02-02T00:08:22","indexId":"pp715B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"715","chapter":"B","title":"Combined Ice and Water Balances of Maclure Glacier, California, South Cascade Glacier, Washington, and Wolverine and Gulkana Glaciers, Alaska, 1967 Hydrologic Year","docAbstract":"Combined ice and water balances were measured in the 1967 hydrologic year (October 1-September 30) on four glaciers in western North America ranging in latitude from 37 deg to 63 deg N. This hydrologic year was characterized by heavier than normal winter precipitation in California and Washington and abnormally dry winter conditions in coastal Alaska. In summer the western conterminous states were abnormally dry and central and southern Alaska experienced very wet conditions.\r\n\r\nMaclure Glacier (lat 37 deg 45' N., 3,650-m (metres) mean equilibrium line altitude) had an above normal winter balance of 3.46 m and a positive annual balance of 1.05 m (metres of water equivalent).\r\n\r\nSouth Cascade Glacier (lat 48 deg 22' N., 1900-m mean equilibrium line altitude) had a winter balance of 3.28 m, slightly above average. Above normal summer ablation resulted in a final annual balance of -0.58 m, slightly more negative than has been the case for the past decade.\r\n\r\nWolverine Glacier's (lat 60 deg 24' N., 1,200-m mean equilibrium line altitude) winter balance was 1.17 m, considerably below normal; the annual balance was -2.04 m.\r\n\r\nGulkana Glacier (lat 63 deg 15' N., 1,700-m mean equilibrium line altitude) had a winter balance of 1.05 m, approximately normal for this glacier; the final annual balance was -0.30 m.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/pp715B","collaboration":"A contribution to the International Hydrological Decade","usgsCitation":"Tangborn, W.V., Mayo, L.R., Scully, D.R., and Krimmel, R.M., 1977, Combined Ice and Water Balances of Maclure Glacier, California, South Cascade Glacier, Washington, and Wolverine and Gulkana Glaciers, Alaska, 1967 Hydrologic Year: U.S. Geological Survey Professional Paper 715, 19 p., https://doi.org/10.3133/pp715B.","productDescription":"19 p.","temporalStart":"1966-10-01","temporalEnd":"1967-09-30","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":12505,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://www.nps.gov/history/history/online_books/geology/publications/pp/715-B/index.htm","linkFileType":{"id":5,"text":"html"}},{"id":157686,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/0715b/report-thumb.jpg"},{"id":54025,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715b/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54026,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715b/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54027,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715b/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54028,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/0715b/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":54029,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/0715b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae736","contributors":{"authors":[{"text":"Tangborn, Wendell V.","contributorId":32152,"corporation":false,"usgs":true,"family":"Tangborn","given":"Wendell","email":"","middleInitial":"V.","affiliations":[],"preferred":false,"id":193075,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Mayo, Lawrence R.","contributorId":98344,"corporation":false,"usgs":true,"family":"Mayo","given":"Lawrence","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":193077,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scully, David R.","contributorId":6857,"corporation":false,"usgs":true,"family":"Scully","given":"David","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":193074,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Krimmel, Robert M.","contributorId":34902,"corporation":false,"usgs":true,"family":"Krimmel","given":"Robert","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":193076,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":25421,"text":"wri76129 - 1977 - Computation of backwater and discharge at width constrictions of heavily vegetated flood plains","interactions":[],"lastModifiedDate":"2020-06-12T20:01:40.374979","indexId":"wri76129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1977","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":"76-129","title":"Computation of backwater and discharge at width constrictions of heavily vegetated flood plains","docAbstract":"The U.S. Geological Survey, cooperated with the Federal Highway Administration and the State Highway Departments of Mississippi, Alabama, and Louisiana, to develop a proposed method for computing backwater and discharge at width constrictions of heavily vegetated flood plains. Data were collected at 20 single opening sites for 31 floods. Flood-plain width varied from 4 to 14 times the bridge opening width. The recurrence intervals of peak discharge ranged from a 2-year flood to greater than a 100-year flood, with a median interval of 6 years. Measured backwater ranged from 0.39 to 3.16 feet. Backwater computed by the present standard Geological Survey method averaged 29 percent less than the measured, and that computed by the currently used Federal Highway Administration method averaged 47 percent less than the measured. Discharge computed by the Survey method averaged 21 percent more then the measured. Analysis of data showed that the flood-plain widths and the Manning 's roughness coefficient are larger than those used to develop the standard methods. A method to more accurately compute backwater and discharge was developed. The difference between the contracted and natural water-surface profiles computed using standard step-backwater procedures is defined as backwater. The energy loss terms in the step-backwater procedure are computed as the product of the geometric mean of the energy slopes and the flow distance in the reach was derived from potential flow theory. The mean error was 1 percent when using the proposed method for computing backwater and 3 percent for computing discharge. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri76129","usgsCitation":"Schneider, V., Board, J., Colson, B., Lee, F., and Druffel, L., 1977, Computation of backwater and discharge at width constrictions of heavily vegetated flood plains: U.S. Geological Survey Water-Resources Investigations Report 76-129, viii, 64 p., https://doi.org/10.3133/wri76129.","productDescription":"viii, 64 p.","costCenters":[],"links":[{"id":375584,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1976/0129/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":156645,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1976/0129/report-thumb.jpg"}],"country":"United 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From 1935 through 1939, a single water-supply paper for each year covering the entire nation was issued (Water-Supply Papers 777, 817, 840, 845, and 886). Since then water-supply papers have been issued covering 6 separate sections of the United States as shown in figure 1. See table on page 2 for the number of the water-supply paper containing records by year and section.
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