{"pageNumber":"4631","pageRowStart":"115750","pageSize":"25","recordCount":166022,"records":[{"id":28640,"text":"wri834260 - 1984 - Potential effects of surface coal mining on the hydrology of the Corral Creek area, Hanging Woman Creek coal field, southeastern Montana","interactions":[],"lastModifiedDate":"2012-02-02T00:08:39","indexId":"wri834260","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4260","title":"Potential effects of surface coal mining on the hydrology of the Corral Creek area, Hanging Woman Creek coal field, southeastern Montana","docAbstract":"The Corral Creek area of the Hanging Woman Creek coal field, 9 miles east of the Decker coal mines near the Tongue River, contains large reserves of Federal coal that have been identified for potential lease sale. A hydrologic study was conducted in the area to describe existing hydrologic systems and to study assess potential impacts of surface coal mining on local water resources. Hydrogeologic data collected indicate that aquifers are coal and sandstone beds within the Tongue River Member of the Fort Union Formation (Paleocene age) and sand and gravel in valley alluvium (Pleistocene and Holocene age). Surface-water resources are limited to a few spring-fed stock ponds in the higher parts of the area and the intermittent flow of Corral Creek near the mouth. Most of the stock ponds in the area become dry by midsummer. Mining of the Anderson coal bed would remove three stock wells and would lower the potentiometric surface within the coal and sandstone aquifers. The alluvial aquifer beneath Corral Creek and South Fork would be removed. Although mining would alter the existing hydrologic systems and remove several shallow wells, alternative ground-water supplies are available that could be developed to replace those lost by mining. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834260","usgsCitation":"McClymonds, N.E., 1984, Potential effects of surface coal mining on the hydrology of the Corral Creek area, Hanging Woman Creek coal field, southeastern Montana: U.S. Geological Survey Water-Resources Investigations Report 83-4260, v, 53 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834260.","productDescription":"v, 53 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123241,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4260/report-thumb.jpg"},{"id":57475,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4260/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b17e4b07f02db6a628f","contributors":{"authors":[{"text":"McClymonds, N. E.","contributorId":94653,"corporation":false,"usgs":true,"family":"McClymonds","given":"N.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200159,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28943,"text":"wri844043 - 1984 - Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","interactions":[],"lastModifiedDate":"2012-02-02T00:08:37","indexId":"wri844043","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4043","title":"Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts","docAbstract":"Ground-water withdrawals by municipal wells in the Mettapoisett River valley, Massachusetts, are expected to triple in the next two decades. State and local concern about the long-term impacts of these withdrawals on ground-water levels and streamflow made it necessary to assess the ground-water resources of the valley and to develop a digital ground-water-flow model for management purposes. Ten pumping scenarios, which represent the present and proposed withdrawals from the aquifer, were simulated using reduced recharge conditions. Under conditions simulating 1965 average annual recharge, predicted water levels in the aquifer are as much as 9 feet lower than average annual levels. At the highest withdrawal rates, the predicted drawdown in four wells exceeds the estimated available drawdown. Under conditions representative of the 7-day 10-year low flow of the river, predicted water levels decline as much as 19 feet. Simulated withdrawals in six scenarios use all of the available ground-water discharge. If this drought condition should occur and streamflow is not supplemented by surface water, the model results indicate that the river in the southern half of the valley will stop flowing under most pumping plans. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844043","usgsCitation":"Olimpio, J., and De Lima, V., 1984, Ground-water resources of the Mattapoisett River Valley, Plymouth County, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 84-4043, v, 88 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844043.","productDescription":"v, 88 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123498,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4043/report-thumb.jpg"},{"id":57819,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4043/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afde4b07f02db696b1f","contributors":{"authors":[{"text":"Olimpio, J.C.","contributorId":36137,"corporation":false,"usgs":true,"family":"Olimpio","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":200655,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"De Lima, Virginia","contributorId":91888,"corporation":false,"usgs":true,"family":"De Lima","given":"Virginia","email":"","affiliations":[],"preferred":false,"id":200656,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30070,"text":"wri844130 - 1984 - Distribution and occurrence of total coliform bacteria in Floridan aquifer wells, western Lake County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844130","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4130","title":"Distribution and occurrence of total coliform bacteria in Floridan aquifer wells, western Lake County, Florida","docAbstract":"Total coliform bacteria data for Floridan aquifer wells in western Lake County, central Florida, are presented. Included are data collected from 1966 to 1979 by the Florida Department of Environmental Regulation for 98 public-supply wells, and data collected during 1982 by the U.S. Geological Survey for 29 wells. The data for the 98 public supplies indicate that 85 percent have a record of total coliform occurrence in the raw water. Data from the 29 wells sampled by the Geological Survey indicate that 55 percent have a record total coliform occurrence. Further comparison of the two data sets indicates that the Geological Survey data generally indicate a lower percentage of sites with coliform occurrence and, in some cases, a different pattern of occurrence than did the Department of Environmental Regulation data. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844130","usgsCitation":"Taylor, G., 1984, Distribution and occurrence of total coliform bacteria in Floridan aquifer wells, western Lake County, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4130, iv, 28 p. :maps ;28 cm., https://doi.org/10.3133/wri844130.","productDescription":"iv, 28 p. :maps ;28 cm.","costCenters":[],"links":[{"id":122766,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4130/report-thumb.jpg"},{"id":58881,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4130/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db649633","contributors":{"authors":[{"text":"Taylor, G.F.","contributorId":6486,"corporation":false,"usgs":true,"family":"Taylor","given":"G.F.","email":"","affiliations":[],"preferred":false,"id":202623,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30378,"text":"wri834040 - 1984 - Suspended-sediment yields in the Taylor Run and Shavers Fork basins, Randolph County, West Virginia, 1973-80","interactions":[],"lastModifiedDate":"2012-02-02T00:08:57","indexId":"wri834040","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4040","title":"Suspended-sediment yields in the Taylor Run and Shavers Fork basins, Randolph County, West Virginia, 1973-80","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834040","usgsCitation":"Ward, S.M., 1984, Suspended-sediment yields in the Taylor Run and Shavers Fork basins, Randolph County, West Virginia, 1973-80: U.S. Geological Survey Water-Resources Investigations Report 83-4040, v, 49 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834040.","productDescription":"v, 49 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159744,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4040/report-thumb.jpg"},{"id":59160,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4040/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae0e4b07f02db687f98","contributors":{"authors":[{"text":"Ward, Stephen M.","contributorId":90348,"corporation":false,"usgs":true,"family":"Ward","given":"Stephen","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":203152,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29334,"text":"wri844029 - 1984 - Hydrogeologic appraisal of a stratified-drift aquifer near Smyrna, Chenango County, New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:45","indexId":"wri844029","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4029","title":"Hydrogeologic appraisal of a stratified-drift aquifer near Smyrna, Chenango County, New York","docAbstract":"A broad, Y-shaped valley near Smyrna, New York, contains extensive water-table and confined aquifers that are largely hydraulically separated from the nearby Chenango River to the east. Accordingly, ground-water withdrawals from this valley would not appreciably decrease streamflow in the Chenango River by induced infiltration and could be used for specialized needs. The aquifers in the valley are capable of sustaining a long-term total withdrawal of about 12.7 million gallons per day during prolonged drought conditions. Larger withdrawals could be made on a short-term basis or during periods of normal or above-normal precipitation. Saturated thickness of undifferentiated stratified-drift deposits in the valley ranges from 20 feet in the northwestern part of the valley to more than 300 feet at its southern end. Direct areal recharge accounts for about 56 percent of the total recharge to the valley aquifer infiltration from streams accounts for 24 percent, and runoff from the adjacent till-mantled hillsides accounts for 20 percent. The water-table and confined aquifers within the valley hold at least 19.6 billion gallons of usable ground water in storage. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844029","usgsCitation":"Reynolds, R., and Brown, G.A., 1984, Hydrogeologic appraisal of a stratified-drift aquifer near Smyrna, Chenango County, New York: U.S. Geological Survey Water-Resources Investigations Report 84-4029, vi, 53 p. :ill., maps (some col.) ;28 cm., https://doi.org/10.3133/wri844029.","productDescription":"vi, 53 p. :ill., maps (some col.) ;28 cm.","costCenters":[],"links":[{"id":123567,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4029/report-thumb.jpg"},{"id":58170,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58171,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58172,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58173,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58174,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58175,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4029/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58176,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4029/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a81e4b07f02db64a199","contributors":{"authors":[{"text":"Reynolds, R.J.","contributorId":102921,"corporation":false,"usgs":true,"family":"Reynolds","given":"R.J.","email":"","affiliations":[],"preferred":false,"id":201363,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brown, G. A.","contributorId":23582,"corporation":false,"usgs":true,"family":"Brown","given":"G.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201362,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29592,"text":"wri844108 - 1984 - Cost-effectiveness of the stream-gaging program in New Jersey","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844108","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4108","title":"Cost-effectiveness of the stream-gaging program in New Jersey","docAbstract":"The results of a study of the cost-effectiveness of the stream-gaging program in New Jersey are documented. This study is part of a 5-year nationwide analysis undertaken by the U.S. Geological Survey to define and document the most cost-effective means of furnishing streamflow information. This report identifies the principal uses of the data and relates those uses to funding sources, applies, at selected stations, alternative less costly methods (that is flow routing, regression analysis) for furnishing the data, and defines a strategy for operating the program which minimizes uncertainty in the streamflow data for specific operating budgets. Uncertainty in streamflow data is primarily a function of the percentage of missing record and the frequency of discharge measurements. In this report, 101 continuous stream gages and 73 crest-stage or stage-only gages are analyzed. A minimum budget of $548,000 is required to operate the present stream-gaging program in New Jersey with an average standard error of 27.6 percent. The maximum budget analyzed was $650,000, which resulted in an average standard error of 17.8 percent. The 1983 budget of $569,000 resulted in a standard error of 24.9 percent under present operating policy. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844108","usgsCitation":"Schopp, R., and Ulery, R., 1984, Cost-effectiveness of the stream-gaging program in New Jersey: U.S. Geological Survey Water-Resources Investigations Report 84-4108, vi, 103 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844108.","productDescription":"vi, 103 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":124254,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4108/report-thumb.jpg"},{"id":58421,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4108/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad8e4b07f02db6846cf","contributors":{"authors":[{"text":"Schopp, R.D.","contributorId":69983,"corporation":false,"usgs":true,"family":"Schopp","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":201777,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ulery, R.L.","contributorId":46507,"corporation":false,"usgs":true,"family":"Ulery","given":"R.L.","email":"","affiliations":[],"preferred":false,"id":201776,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29589,"text":"wri834237 - 1984 - Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80","interactions":[],"lastModifiedDate":"2018-04-02T10:23:19","indexId":"wri834237","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4237","title":"Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80","docAbstract":"

The ground-water system in the Twin Cities Metropolitan Area includes five aquifers; two of these aquifers the Prairie du Chien-Jordan and the Mount Simon-Hinckley supply about 80 percent and 10 percent, respectively, of the ground water pumped for public supply. Water levels and changes in water levels in these two aquifers differ greatly in the Twin Cities Metropolitan Area. The Mississippi, Minnesota, and St. Croix Rivers are in hydraulic connection with and influence the pattern of flow in the upper aquifer, the Prairie du Chien-Jordan. Water generally flows toward these streams from water-level highs northeast, northwest, and south of Minneapolis and St. Paul. Consequently, heavy pumping has caused only localized cones of depression in the potentiometric surface of this aquifer. In contrast, the Mount Simon-Hinckley, which has only a slight hydraulic connection to the streams, is greatly influenced by pumping. Pumping in the urban centers of Minneapolis and St. Paul has caused a large cone of depression in the Mount Simon-Hinckley potentiometric surface. During 1971, the measurable cone was centered in eastcentral Hennepin County, was about 25 miles in diameter, and was as much as 150 feet deep at its center.

\n

Between 1971 and 1980, average water levels in the Prairie du Chien-Jordan aquifer changed less than 5 feet in most of the study area, but rose or declined as much as 25 feet locally in response to pumpage and recharge. During this period, seasonal declines of water levels from winter to summer lessened, and the area where these declines exceeded 10 feet decreased.

\n

In contrast, between 1971 and 1980, average water levels in the Mount Simon-Hinckley aquifer rose as much as 60 feet in the center of the cone of depression in response to decreased pumping. Also, the measurable cone of depression contracted from about 25 miles to about 15 miles in diameter. However, because of increased summer pumping due to below-average precipitation during 1980, seasonal water levels declined much more and over a wider area during 1980 than in 1971.

\n

Water-level data suggest that (1) little variation in annual pumpage between 1971 and 1980 from the Prairie du Chien-Jordan aquifer produced generally stable water levels in that aquifer, (2) decreased annual pumpage from the Mount Simon-Hinckley aquifer from 1971 to 1980 caused water levels in that aquifer to rise, and (3) a greater seasonal component of pumpage from the Mount Simon-Hinckley aquifer than from the Prairie du Chien-Jordan produced larger and more widespread seasonal water-level declines in the Mount Simon-Hinckley than in the Prairie du Chien-Jordan, particularly during dry years.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"St. Paul, MN","doi":"10.3133/wri834237","collaboration":"Prepared in cooperation with the Metropolitan Council of the Twin Cities and Minnesota Department of Natural Resources","usgsCitation":"Schoenberg, M., 1984, Water levels and water-level changes in the Prairie du Chien-Jordan and Mount Simon-Hinckley aquifers, Twin Cities metropolitan area, Minnesota, 1971-80: U.S. Geological Survey Water-Resources Investigations Report 83-4237, Document: iv, 23 p.; 2 Plates: 34.56 x 30.51 inches and 34.60 x 30.78 inches, https://doi.org/10.3133/wri834237.","productDescription":"Document: iv, 23 p.; 2 Plates: 34.56 x 30.51 inches and 34.60 x 30.78 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science 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system. The modified equipment was used to collect uncontaminated cores of unconsolidated ash and indurated tuff at Los Alamos, New Mexico. Core recovery obtained from the 210-foot deep test hole was about 92 percent. A standard HQ-size, triple-tube wireline core barrel (designed for the passage of liquid drilling fluids) was modified for air coring as follows: (1) Air passages were milled in the latch body part of the head assembly; (2) the inside dimension of the outer core barrel tube was machined and honed to provide greater clearance between the inner and outer barrels; (3) oversized reaming devices were added to the outer core barrel and the coring bit to allow more clearance for air and cuttings return; (4) the eight discharge ports in the coring bit were enlarged. To control airborne-dust pollution, a dust-and-cuttings discharge subassembly, designed and built by project personnel, was used. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844176","usgsCitation":"Teasdale, W., and Pemberton, R., 1984, Wireline-rotary air coring of the Bandelier Tuff, Los Alamos, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4176, iii, 9 p. :ill. ;28 cm., https://doi.org/10.3133/wri844176.","productDescription":"iii, 9 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":123252,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4176/report-thumb.jpg"},{"id":58891,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4176/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4987e4b07f02db5af27b","contributors":{"authors":[{"text":"Teasdale, W.E.","contributorId":50177,"corporation":false,"usgs":true,"family":"Teasdale","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":202642,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pemberton, R.R.","contributorId":70441,"corporation":false,"usgs":true,"family":"Pemberton","given":"R.R.","email":"","affiliations":[],"preferred":false,"id":202643,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28883,"text":"wri844177 - 1984 - Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine","interactions":[],"lastModifiedDate":"2012-02-02T00:08:53","indexId":"wri844177","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4177","title":"Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine","docAbstract":"McGrath and Ellis Ponds in south-central Maine have been identified as having nuisance algae blooms. In 1978, a cooperative study between the U.S. Geological Survey and the Maine Department Environmental Protection was begun to evaluate areas in which restoration effort would best improve water quality of the ponds. Streamflow and phosphorus data were collected from 28 tributaries to the ponds, April 1 through September 30, 1978 and 1979. Phosphorus yields from each tributary watershed were compared to determine their relative importance to the phosphorus budgets of the ponds. Three tributaries to the ponds were estimated to contribute 44 percent of the phosphorus load, yet drain only 22 percent of the watershed. Phosphorus input to the ponds likely would be most easily reduced by instituting phosphorus control practices in parts of the basin drained by the three tributaries. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844177","usgsCitation":"Nichols, W.J., Sowles, J., and Lobao, J., 1984, Phosphorus loading to McGrath and Ellis ponds, Kennebec County, Maine: U.S. Geological Survey Water-Resources Investigations Report 84-4177, v, 20 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844177.","productDescription":"v, 20 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159622,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4177/report-thumb.jpg"},{"id":57756,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4177/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6864f5","contributors":{"authors":[{"text":"Nichols, Wallace J.","contributorId":81106,"corporation":false,"usgs":false,"family":"Nichols","given":"Wallace","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":200557,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sowles, J.W.","contributorId":35366,"corporation":false,"usgs":true,"family":"Sowles","given":"J.W.","affiliations":[],"preferred":false,"id":200556,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lobao, J.J.","contributorId":89183,"corporation":false,"usgs":true,"family":"Lobao","given":"J.J.","email":"","affiliations":[],"preferred":false,"id":200558,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30086,"text":"wri834080 - 1984 - Ground-water-quality monitoring network design for the San Joaquin Valley ground-water basin, California","interactions":[],"lastModifiedDate":"2017-03-08T11:51:30","indexId":"wri834080","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4080","title":"Ground-water-quality monitoring network design for the San Joaquin Valley ground-water basin, California","docAbstract":"

Ideal and actual ground-water-quality monitoring networks are proposed for the San Joaquin Valley basin in California. The ideal network, which comprises several subnetworks, provides direction in the development of an actual network of wells currently monitored by known operating agencies. The ideal network can serve as a basis for the future expansion of the actual network as more wells are included in the inventory of active monitoring networks. The management objectives of these networks are to develop a general baseline of ground-water quality, to identify temporal and spatial trends in ground-water quality, and to identify large-scale sources of contamination of ground water. The networks are based on an information structure that includes land use, surface and subsurface geology, ground-water levels, surface- and ground-water quality, possible sources of contamination, and active ground-water-quality monitoring networks. Development of the categories and subcategories of network objectives, which are needed to describe the quality of the ground water in the basin, makes clear the inadequacy of the currently operated networks. The expansion of ground-water-quality monitoring in the San Joaquin Valley, therefore, would be necessary to approximate adequately the ideal network.

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,{"id":29581,"text":"wri844035 - 1984 - Performance of ice meter and weight assemblies","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844035","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4035","title":"Performance of ice meter and weight assemblies","docAbstract":"The performance of three ice meters and weight assemblies used by the U.S. Geological Survey and Environment Canada were compared in a towing tank. Each meter was rated individually on a rod suspension and then rerated on a cable suspension, with the appropriate weight assembly. Vertical and veer cable angles were measured along with meter yaw angle. The effect of the weight assembly on the rod-suspension rating for each meter was illustrated by computing a correction coefficient which ranged between 0.88 and 1.10 depending on the weight system used and the fluid velocity. A sluch-n-all type weight assembly least affected the meter rating and was the most stable in all flow conditions. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844035","usgsCitation":"Schneider, V., and Futrell, J., 1984, Performance of ice meter and weight assemblies: U.S. Geological Survey Water-Resources Investigations Report 84-4035, iv, 26 p. :ill. ;28 cm., https://doi.org/10.3133/wri844035.","productDescription":"iv, 26 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":122679,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4035/report-thumb.jpg"},{"id":58409,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4035/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ae1e4b07f02db68864f","contributors":{"authors":[{"text":"Schneider, V.R.","contributorId":75129,"corporation":false,"usgs":true,"family":"Schneider","given":"V.R.","email":"","affiliations":[],"preferred":false,"id":201761,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Futrell, J.C.","contributorId":32953,"corporation":false,"usgs":true,"family":"Futrell","given":"J.C.","email":"","affiliations":[],"preferred":false,"id":201760,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29580,"text":"wri844205 - 1984 - U.S. Geological Survey research in radioactive waste disposal; fiscal year 1982","interactions":[],"lastModifiedDate":"2012-02-02T00:08:58","indexId":"wri844205","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4205","title":"U.S. Geological Survey research in radioactive waste disposal; fiscal year 1982","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844205","usgsCitation":"Schneider, R., and Trask, N., 1984, U.S. Geological Survey research in radioactive waste disposal; fiscal year 1982: U.S. Geological Survey Water-Resources Investigations Report 84-4205, vi, 116 p. :maps ;28 cm., https://doi.org/10.3133/wri844205.","productDescription":"vi, 116 p. :maps ;28 cm.","costCenters":[],"links":[{"id":160049,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4205/report-thumb.jpg"},{"id":58408,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4205/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ae4b07f02db6121f4","contributors":{"authors":[{"text":"Schneider, Robert","contributorId":102460,"corporation":false,"usgs":true,"family":"Schneider","given":"Robert","email":"","affiliations":[],"preferred":false,"id":201759,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Trask, N.J.","contributorId":31729,"corporation":false,"usgs":true,"family":"Trask","given":"N.J.","email":"","affiliations":[],"preferred":false,"id":201758,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28754,"text":"wri844129 - 1984 - Distribution and source of barium in ground water at Cattaraugus Indian Reservation, southwestern New York","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4129","title":"Distribution and source of barium in ground water at Cattaraugus Indian Reservation, southwestern New York","docAbstract":"High concentrations of dissolved barium have been found in ground water from bedrock wells on the Seneca Nation of Indians Reservation on Cattaraugus Creek in southwestern New York. Concentrations in 1982 were as high as 23.0 milligrams per liter , the highest found reported from any natural ground-water system in the world. The highest concentrations are in a bedrock aquifer and in small lenses of saturated gravel between bedrock and the overlying till. The bedrock aquifer is partly confined by silt, clay, and till. The high barium concentrations are attributed to dissolution of the mineral barite (BaSO4), which is present in the bedrock and possibly in overlying silt, clay, or till. The dissolution of barite seems to be controlled by action of sulfate-reducing bacteria, which alter the BaSO4 equilibrium by removing sulfate ions and permitting additional barite to dissolve. Ground water from the surficial, unconsolidated deposits and surface water in streams contain little or no barium. Because barium is chemically similar to calcium, it probably could be removed by cation exchange or treatments similar to those used for water softening. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844129","usgsCitation":"Moore, R.B., and Staubitz, W., 1984, Distribution and source of barium in ground water at Cattaraugus Indian Reservation, southwestern New York: U.S. Geological Survey Water-Resources Investigations Report 84-4129, iv, 17 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844129.","productDescription":"iv, 17 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":110165,"rank":700,"type":{"id":15,"text":"Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36007.htm","linkFileType":{"id":5,"text":"html"},"description":"36007"},{"id":123568,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4129/report-thumb.jpg"},{"id":57604,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4129/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57605,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4129/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57606,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a61e4b07f02db636122","contributors":{"authors":[{"text":"Moore, R. B.","contributorId":98720,"corporation":false,"usgs":true,"family":"Moore","given":"R.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":200343,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Staubitz, W. W.","contributorId":73209,"corporation":false,"usgs":true,"family":"Staubitz","given":"W. W.","affiliations":[],"preferred":false,"id":200342,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30372,"text":"wri844120 - 1984 - Sedimentologic history of the Loxahatchee River estuary, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:08:56","indexId":"wri844120","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4120","title":"Sedimentologic history of the Loxahatchee River estuary, Florida","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844120","usgsCitation":"Wanless, H., Rossinsky, V., and McPherson, B.F., 1984, Sedimentologic history of the Loxahatchee River estuary, Florida: U.S. Geological Survey Water-Resources Investigations Report 84-4120, vi, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844120.","productDescription":"vi, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":159693,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4120/report-thumb.jpg"},{"id":59157,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4120/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbbcb","contributors":{"authors":[{"text":"Wanless, Harold","contributorId":28637,"corporation":false,"usgs":true,"family":"Wanless","given":"Harold","affiliations":[],"preferred":false,"id":203143,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rossinsky, Victor","contributorId":26336,"corporation":false,"usgs":true,"family":"Rossinsky","given":"Victor","email":"","affiliations":[],"preferred":false,"id":203142,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"McPherson, B. F.","contributorId":62983,"corporation":false,"usgs":true,"family":"McPherson","given":"B.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":203144,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":30368,"text":"wri844287 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Thames River basin","interactions":[],"lastModifiedDate":"2022-01-19T19:32:10.670286","indexId":"wri844287","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4287","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Thames River basin","docAbstract":"

The Thames River basin includes streams draining the Quinebaug River (141 square miles), French River (99.5 square miles), and Middle River (about 6 square miles) basins in south central Massachusetts. Drainage areas, using the latest available 1:24 ,000 scale topographic maps, were computed for the first time for streams draining more than 3 square miles and were recomputed for data-collection sites. Streamflow characteristics at seven sites, were calculated using a new data base with daily flow records through 1980. These characteristics include annual and monthly flow statistics, duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10 year recurrence intervals. Seven-day low-flow statistics are presented for 32 partial-record sites, and the procedures used to determine the hydrologic characteristics of the basin are summarized. Basin characteristics representing 14 commonly used indices to estimate various streamflows are provided for seven gaged streams. This gazetteer will aid in the planning and siting of water-resources related activities and will provide a common data base for governmental agencies and the engineering and planning communities.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844287","usgsCitation":"Wandle, S.W., and LeBlanc, J.A., 1984, Gazetteer of hydrologic characteristics of streams in Massachusetts — Thames River basin: U.S. Geological Survey Water-Resources Investigations Report 84-4287, iv, 31 p., https://doi.org/10.3133/wri844287.","productDescription":"iv, 31 p.","costCenters":[],"links":[{"id":394531,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36130.htm"},{"id":59154,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4287/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":119689,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4287/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Thames River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -72.225,\n 42\n ],\n [\n -71.747,\n 42\n ],\n [\n -71.747,\n 42.249\n ],\n [\n -72.225,\n 42.249\n ],\n [\n -72.225,\n 42\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b11e7","contributors":{"authors":[{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203136,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"LeBlanc, J. A.","contributorId":51795,"corporation":false,"usgs":true,"family":"LeBlanc","given":"J.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203135,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30367,"text":"wri844283 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Taunton and Ten Mile River basins and coastal river basins of Mount Hope Bay, Narragansett Bay, and Rhode Island Sound","interactions":[],"lastModifiedDate":"2022-01-19T19:28:42.483747","indexId":"wri844283","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4283","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Taunton and Ten Mile River basins and coastal river basins of Mount Hope Bay, Narragansett Bay, and Rhode Island Sound","docAbstract":"

The study area includes streams draining the Taunton River (562 square miles), the Tenmile River (53.1 square miles), and the minor streams flowing into Mount Hope Bay, Narragansett Bay, and Rhode Island Sound in southern Massachusetts, and adjacent areas of Rhode Island. Drainage areas, using the latest available 1:24 ,000 scale topographic maps, were computed for the first time for streams draining more than 3 square miles and were re-computed for data-collection sites. Streamflow characteristics, at 10 gaging stations were calculated using a new data base with daily flow records through 1981. These characteristics include annual and monthly flow statistics, duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10-year recurrence intervals. Seven-day low-flow statistics are presented for 44 partial-record sites and the procedures used to determine the hydrologic characteristics of a basin are summarized. Basin characteristics representing 14 commonly used indices to estimate various streamflows are presented for selected gaged streams. This gazetteer will aid in the planning and managing of water-resources related activities, and will provide a common data base for governmental agencies and the engineering and planning communities. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844283","usgsCitation":"Wandle, S.W., and Keezer, G.R., 1984, Gazetteer of hydrologic characteristics of streams in Massachusetts — Taunton and Ten Mile River basins and coastal river basins of Mount Hope Bay, Narragansett Bay, and Rhode Island Sound: U.S. Geological Survey Water-Resources Investigations Report 84-4283, iv, 42 p., https://doi.org/10.3133/wri844283.","productDescription":"iv, 42 p.","costCenters":[],"links":[{"id":394530,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36126.htm"},{"id":59153,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4283/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124145,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4283/report-thumb.jpg"}],"country":"United States","state":"Massachusetts, Rhode Island","otherGeospatial":"Mount Hope Bay, Narragansett Bay, Rhode Island Sound","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -71.386,\n 41.5\n ],\n [\n -70.739,\n 41.5\n ],\n [\n -70.739,\n 42.1320\n ],\n [\n -71.386,\n 42.1320\n ],\n [\n -71.386,\n 41.5\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b11db","contributors":{"authors":[{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203134,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Keezer, G. R.","contributorId":13281,"corporation":false,"usgs":true,"family":"Keezer","given":"G.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":203133,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30366,"text":"wri844284 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Merrimack River basin","interactions":[],"lastModifiedDate":"2022-01-19T19:23:31.777762","indexId":"wri844284","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4284","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Merrimack River basin","docAbstract":"

The Merrimack River basin in northeastern Massachusetts includes streams draining the Nashua (507 square miles), Concord (400 square miles), Shawsheen (78.0 square miles), and lower Merrimack (275 square miles) River basins. Drainage areas using the latest available 1:24,000 scale topographic maps were computed for the first time for streams draining more than 3 square miles and were recomputed for data collection sites. Streamflow characteristics at 12 gaging stations were calculated using a new data base with daily flow records through 1981. These characteristics include annual and monthly flow statistics , duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10-year recurrence intervals. Seven-day low-flow statistics are presented for 79 partial-record sites and procedures used to determine the hydrologic characteristics of a basin are summarized. Basin characteristics representing 14 commonly used indices to estimate various streamflows are presented for 12 gaged streams. This gazetteer will aid in the planning and siting of water-resources related activities, and will provide a common data base for governmental agencies and the engineering and planning communities.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844284","usgsCitation":"Wandle, S.W., and Fontaine, R.A., 1984, Gazetteer of hydrologic characteristics of streams in Massachusetts — Merrimack River basin: U.S. Geological Survey Water-Resources Investigations Report 84-4284, iv, 58 p., https://doi.org/10.3133/wri844284.","productDescription":"iv, 58 p.","costCenters":[],"links":[{"id":59152,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4284/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":122912,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4284/report-thumb.jpg"},{"id":394529,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36127.htm"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Merrimack 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,\n 42.208\n ],\n [\n -70.818,\n 42.208\n ],\n [\n -70.818,\n 42.887\n ],\n [\n -72,\n 42.887\n ],\n [\n -72,\n 42.208\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b11ae","contributors":{"authors":[{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203132,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fontaine, R. A.","contributorId":78331,"corporation":false,"usgs":true,"family":"Fontaine","given":"R.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203131,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30365,"text":"wri834250 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Hudson River basin","interactions":[],"lastModifiedDate":"2022-01-24T19:29:58.062323","indexId":"wri834250","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4250","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Hudson River basin","docAbstract":"

The Hudson River basin includes streams draining the Hoosic River (205 square miles), Kinderhook Creek (20.9 square miles), and Roeliff Jansen Kill (13.3 square miles) basins in western Massachusetts, eastern New York, and southern Vermont. Drainage areas, using the latest available 1:24,000 scale topographic maps, are re-computed for data-collection sites and computed for the first time for streams draining greater than 3 square miles. Basin characteristics representing 14 commonly used indices to estimate various streamflows are presented for the five gaged streams in the Hoosic River basin. Streamflow characteristics, representing statistics computed using a new data base with records through 1979, include annual and monthly flow statistics , duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10-year recurrence intervals. Seven-day low-flow statistics are presented for 21 partial-record sites. The procedures used to determine the hydrologic characteristics are summarized. This gazetteer of hydrologic characteristics will aid in the planning and siting of water-resources-related activities and will provide a common data base for governmental agencies and the engineering and planning communities.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834250","usgsCitation":"Wandle, S.W., 1984, Gazetteer of hydrologic characteristics of streams in Massachusetts — Hudson River basin: U.S. Geological Survey Water-Resources Investigations Report 83-4250, iv, 24 p., https://doi.org/10.3133/wri834250.","productDescription":"iv, 24 p.","costCenters":[],"links":[{"id":394768,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35883.htm"},{"id":59151,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4250/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123116,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4250/report-thumb.jpg"}],"country":"United States","state":"Massachusetts","otherGeospatial":"Hudson River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -73.508,\n 42.052\n ],\n [\n -73.067,\n 42.052\n ],\n [\n -73.067,\n 42.75\n ],\n [\n -73.508,\n 42.75\n ],\n [\n -73.508,\n 42.052\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b122c","contributors":{"authors":[{"text":"Wandle, S. William Jr.","contributorId":99562,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","suffix":"Jr.","email":"","middleInitial":"William","affiliations":[],"preferred":false,"id":203130,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28749,"text":"wri844345 - 1984 - Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844345","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4345","title":"Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada","docAbstract":"The unsaturated volcanic tuffs beneath Yucca Mountain, Nevada, are being evaluated as a host rock for a potential repository for high-level radioactive waste. A conceptual hydrologic model is proposed to describe the flow of fluids through these rocks. Thickness of the unsaturated zone is about 500 to 750 meters and consists of three welded units interlayered with two nonwelded units. Compared to nonwelded units, welded units have low matrix porosities and permeabilities, high fracture densities, and high bulk hydraulic conductivities. The principal repository area is bounded by normal fault zones. Of the average annual precipitation of 150 millimeters per year, 0.5 to 4.5 millimeters per year becomes net infiltration. Percolation through the matrix of the welded units is principally vertical and is less than 1 millimeter per year. Percolation through nonwelded units occurs both vertically and laterally and has variable rates (0.1 to 100 millimeters per year). Fracture flow is predominant in the uppermost welded unit during intense pulses of infiltration, but is insignificant in the welded unit that forms the potential host rock. Lateral flow in the upper nonwelded unit, enhanced by existence of a capillary barrier, probably is the factor controlling the low fluxes in the host rock and relatively high fluxes in the structural features. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844345","usgsCitation":"Montazer, P., and Wilson, W., 1984, Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada: U.S. Geological Survey Water-Resources Investigations Report 84-4345, iv, 55 p. :ill., map ;28 cm., https://doi.org/10.3133/wri844345.","productDescription":"iv, 55 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":123616,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4345/report-thumb.jpg"},{"id":57600,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4345/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64a9ac","contributors":{"authors":[{"text":"Montazer, P.M.","contributorId":93946,"corporation":false,"usgs":true,"family":"Montazer","given":"P.M.","affiliations":[],"preferred":false,"id":200333,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wilson, W.E.","contributorId":100831,"corporation":false,"usgs":true,"family":"Wilson","given":"W.E.","email":"","affiliations":[],"preferred":false,"id":200334,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28748,"text":"wri844065 - 1984 - Availability and chemistry of ground water on the Bruneau Plateau and adjacent eastern plain in Twin Falls County, south-central Idaho","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri844065","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4065","title":"Availability and chemistry of ground water on the Bruneau Plateau and adjacent eastern plain in Twin Falls County, south-central Idaho","docAbstract":"The Bruneau plateau in south-central Idaho consists of about 889 ,600 acres of potentially irrigable land. About 112,200 of these acres have been developed for agriculture; 11,200 acres are irrigated with ground water, and the remaining acreage is irrigated with water from the Snake and Bruneau rivers and Salmon Falls Creek. On the basis of present usage, about 158,000 acre-feet of water per year are needed to develop an additional 63,000 acres. About 438,000 acre-feet per year are needed to irrigate existing and newly developed lands in dry years when streamflow in the Snake River at Milner Dam is inadequate to meet appropriated needs. Pumping lifts of about 400-600 feet and low well yields on the Bruneau plateau probably preclude large-scale irrigation development solely from local ground-water resources. However, supplemental sources of irrigation water are available from a perched-water aquifer, a thermal aquifer, and the regional aquifer adjacent to the plateau. About 100,000-115,000 acre-feet per year of water probably could be withdrawn from the perched and regional aquifers and conveyed to the plateau without serious impact on local ground-water resources. The amount of water that could be safely withdrawn from the thermal aquifer was not determined. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844065","usgsCitation":"Moffatt, R.L., and Jones, M., 1984, Availability and chemistry of ground water on the Bruneau Plateau and adjacent eastern plain in Twin Falls County, south-central Idaho: U.S. Geological Survey Water-Resources Investigations Report 84-4065, vi, 43 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844065.","productDescription":"vi, 43 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":118910,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4065/report-thumb.jpg"},{"id":57597,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57598,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1984/4065/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":57599,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a90e4b07f02db655e5b","contributors":{"authors":[{"text":"Moffatt, R. L.","contributorId":79889,"corporation":false,"usgs":true,"family":"Moffatt","given":"R.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":200331,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Jones, M.L.","contributorId":88731,"corporation":false,"usgs":true,"family":"Jones","given":"M.L.","email":"","affiliations":[],"preferred":false,"id":200332,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28744,"text":"wri834246 - 1984 - Ground water in the Fresno area, California; preliminary report","interactions":[],"lastModifiedDate":"2012-02-02T00:08:46","indexId":"wri834246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4246","title":"Ground water in the Fresno area, California; preliminary report","docAbstract":"The U.S. Geological Survey, in cooperation with Fresno County, is developing a computer model of the unconfined aquifer system in the Fresno area. In the area, consolidated rocks are overlain by unconsolidated deposits. The unconsolidated deposits are divided into a lower fine-grained unit and an overlying coarse-grained unit. The system is assumed to be a single unconfined unit. The top of the system is the water table and the bottom is the base of the coarse-grained deposits. The northeastern boundary is the only natural lateral hydrologic boundary. The other lateral boundaries are placed so that errors along them will not affect heads in the area of interest. Initial heads for 1943, hydraulic conductivity, and bottom elevations were used in a steady-state model that generated net flux values. It is anticipated that most of the remaining effort will center on model calibration. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri834246","usgsCitation":"Mitten, H., 1984, Ground water in the Fresno area, California; preliminary report: U.S. Geological Survey Water-Resources Investigations Report 83-4246, iv, 15 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri834246.","productDescription":"iv, 15 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":122659,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4246/report-thumb.jpg"},{"id":57594,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4246/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abde4b07f02db6744c4","contributors":{"authors":[{"text":"Mitten, H. T.","contributorId":88735,"corporation":false,"usgs":true,"family":"Mitten","given":"H. T.","affiliations":[],"preferred":false,"id":200326,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":29560,"text":"wri824102 - 1984 - Seasonal patterns of alkalinity in the San Francisco Bay estuarine system, California, during 1980","interactions":[],"lastModifiedDate":"2016-07-27T11:33:22","indexId":"wri824102","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"82-4102","title":"Seasonal patterns of alkalinity in the San Francisco Bay estuarine system, California, during 1980","docAbstract":"

Salinity and alkalinity were measured in the near-surface waters of San Francisco Bay estuarine system at two-week intervals during 1980. Results are presented in figures and as numerical values, and the analytical methods are detailed. The transport of alkalinity to the Bay from the delta during 1980 was 3.8 x 10 to Ohe 10th power equivalents; this estimate is based on the freshwater alkalinity concentrations predicted by the north San Francisco Bay salinity-alkalinity distributions. North San Francisco Bay distributions are primarily the result of conservative mixing of freshwater from the Delta with Pacific Ocean water. Nonlinear distributions are the consequence of alkalinity variations in the freshwater rather than the effects of in-estuary processes or sources. Seasonal inflow of agricultural waste water is a major cause of freshwater alkalinity variations. South San Francisco Bay salinity-alkalinity distributions show the effects of variations in Delta outflow rate, local streams, and municipal waste-water inflows. (USGS)

","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri824102","usgsCitation":"Schemel, L., 1984, Seasonal patterns of alkalinity in the San Francisco Bay estuarine system, California, during 1980: U.S. Geological Survey Water-Resources Investigations Report 82-4102, iv, 54 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri824102.","productDescription":"iv, 54 p. :ill., maps ;28 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":160460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1982/4102/report-thumb.jpg"},{"id":58389,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1982/4102/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc33c","contributors":{"authors":[{"text":"Schemel, L. E.","contributorId":89529,"corporation":false,"usgs":true,"family":"Schemel","given":"L. E.","affiliations":[],"preferred":false,"id":201717,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30364,"text":"wri844285 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Housatonic River basin","interactions":[],"lastModifiedDate":"2022-01-19T19:19:38.094155","indexId":"wri844285","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4285","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Housatonic River basin","docAbstract":"

The Housatonic River basin includes streams that drain 504 square miles in western Massachusetts and 30.5 square miles in eastern New York. Drainage areas, using the latest available 1:24,000 scale topographic maps, were computed for the first time for streams draining more than 3 square miles and were recomputed for data-collection sites. Streamflow characteristics for four gaged streams were calculated using a new data base with daily flow records through 1981. These characteristics include annual and monthly flow statistics, duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10-year recurrence intervals. Seven-day low-flow statistics are presented for 52 partial-record sites, and the procedures used to determine the hydrologic characteristics of the basin are summarized. Basin characteristics representing 14 commonly used indices to estimate various streamflows are provided for selected gaging stations. This gazetteer will aid in the planning and siting of water-resources related activities and will provide a common data base for governmental agencies and the engineering and planning communities. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri844285","usgsCitation":"Wandle, S.W., and Lippert, R.G., 1984, Gazetteer of hydrologic characteristics of streams in Massachusetts — Housatonic River basin: U.S. Geological Survey Water-Resources Investigations Report 84-4285, iv, 34 p., https://doi.org/10.3133/wri844285.","productDescription":"iv, 34 p.","costCenters":[],"links":[{"id":394528,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_36128.htm"},{"id":124256,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4285/report-thumb.jpg"},{"id":59150,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4285/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Housatonic River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -73.5,\n 42.05\n ],\n [\n -73.028,\n 42.05\n ],\n [\n -73.028,\n 42.567\n ],\n [\n -73.5,\n 42.567\n ],\n [\n -73.5,\n 42.05\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b1172","contributors":{"authors":[{"text":"Wandle, S. W.","contributorId":86789,"corporation":false,"usgs":true,"family":"Wandle","given":"S.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":203129,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lippert, R. G.","contributorId":68356,"corporation":false,"usgs":true,"family":"Lippert","given":"R.","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":203128,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29559,"text":"wri834059 - 1984 - Salinity, alkalinity, and dissolved and particulate organic carbon in the Sacramento River water at Rio Vista, California, and at other locations in the Sacramento-San Joaquin Delta, 1980","interactions":[],"lastModifiedDate":"2022-12-15T21:52:01.77773","indexId":"wri834059","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"83-4059","title":"Salinity, alkalinity, and dissolved and particulate organic carbon in the Sacramento River water at Rio Vista, California, and at other locations in the Sacramento-San Joaquin Delta, 1980","docAbstract":"

Salinity, alkalinity, and dissolved and particulate organic carbon (DOC and POC respectively) concentrations in the Sacramento River water at Rio Vista were measured every three to five days during 1980 as part of an effort to identify time-dependent variations in the composition of the freshwater flow from the Sacramento-San Joaquin Delta to San Francisco Bay. Concentration ranges were generally small compared to the seasonal range of river flow rate; transport rates to the Delta and to the Bay varied primarily as a function of flow rate. Surface runoff from winter storms diluted salinity and alkalinity concentrations. DOC and POC were generally more concentrated during winter than during other times of the year. Variations in tributary flows resulted in sometimes-large salinity and alkalinity variations during spring through fall. Late summer concentrations were high because of large inflows of agricultural waste waters. POC and DOC concentrations were lowest during summer. 

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri834059","usgsCitation":"Schemel, L., 1984, Salinity, alkalinity, and dissolved and particulate organic carbon in the Sacramento River water at Rio Vista, California, and at other locations in the Sacramento-San Joaquin Delta, 1980: U.S. Geological Survey Water-Resources Investigations Report 83-4059, iv, 45 p., https://doi.org/10.3133/wri834059.","productDescription":"iv, 45 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":552,"text":"San Francisco Bay-Delta","active":false,"usgs":true},{"id":5079,"text":"Pacific Regional Director's Office","active":true,"usgs":true}],"links":[{"id":410585,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35695.htm","linkFileType":{"id":5,"text":"html"}},{"id":58388,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1983/4059/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160459,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1983/4059/report-thumb.jpg"}],"country":"United States","state":"California","city":"Rio Vista","otherGeospatial":"Sacramento River","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -121.75,\n 38.5\n ],\n [\n -121.75,\n 37.888\n ],\n [\n -121.3,\n 37.888\n ],\n [\n -121.3,\n 38.5\n ],\n [\n -121.75,\n 38.5\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a09e4b07f02db5fad26","contributors":{"authors":[{"text":"Schemel, L. E.","contributorId":89529,"corporation":false,"usgs":true,"family":"Schemel","given":"L. E.","affiliations":[],"preferred":false,"id":201716,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":30363,"text":"wri844282 - 1984 - Gazetteer of hydrologic characteristics of streams in Massachusetts — Connecticut River basin","interactions":[],"lastModifiedDate":"2022-01-19T19:16:20.225932","indexId":"wri844282","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1984","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":"84-4282","title":"Gazetteer of hydrologic characteristics of streams in Massachusetts — Connecticut River basin","docAbstract":"

The Connecticut River basin study area includes streams draining the Ashuelot River (6.6 square miles), Millers River (389 square miles), Deerfield River (663 square miles), Chicopee River (727 square miles), Westfield River (517 square miles), Farmington River (158 square miles), and Connecticut River lowlands (656 square miles) basin in western Massachusetts, northern Connecticut, southern Vermont, and southern New Hampshire. Drainage areas, using the latest available 1:24,000 scale topographic maps, were computed for the first time for streams draining more than 3 square miles and were re-computed for data-collection sites. Streamflow characteristics at 45 gaging stations, representing statistics were calculated using a new data base with daily flow records through 1981. These characteristics include annual and monthly flow statistics, duration of daily flow values, and the annual 7-day mean low flow at the 2-year and 10-year recurrence intervals. Seven-day low-flow statistics are presented for 118 partial-record sites, and the procedures used to determine the hydrologic characteristics of a basin are summarized. Basin characteristics representing 14 commonly used indices to estimate various streamflows are presented for 54 sites in the Connecticut River basin. This gazetteer will aid in the planning and siting of water-resources related activities and will provide a common data base for governmental agencies and the engineering and planning communities. 

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