{"pageNumber":"5110","pageRowStart":"127725","pageSize":"25","recordCount":165533,"records":[{"id":27838,"text":"wri7996 - 1979 - Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers","interactions":[],"lastModifiedDate":"2019-07-29T07:14:43","indexId":"wri7996","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-96","title":"Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers","docAbstract":"<p>The model developed under this contract is a modified version of the deep well disposal model developed by INTERCOMP Resource Development and Engineering, Inc., for the U.S. Geological Survey (A model for calculating effects of liquid waste disposal in deep saline aquifers). The model is a finite-difference numerical solution of the partial differential equations describing (1) single phase fluid flow in aquifer, (2) energy transport by convection and conduction, and (3) contaminant transport dissolved in the fluid by convection and dispersion. Both the energy and the contaminant transports include molecular diffusion and hydrodynamic dispersion. </p><p>The objective of the contract was to modify the original version of the model for more general applications. Some of the major features are as follows:<br>(1) Fluid density is permitted to be a function of fluid pressure, temperature and contaminant concentration, the viscosity can be described as a function of pressure and temperature. <br>(2) Aquifer heterogeneities in the hydrological properties can be described on a numerical grid block basis.<br>(3) Free water surface is permitted to exist in the aquifer for shallow ground water applications.<br>(4) Contaminant may absorb on rock surface or decay according to a first order reaction. The absorption is described by a linear adsorption isotherm function of rock type in the aquifer.<br>(5) The model is extremely flexible in providing a wide choice of boundary conditions. These include natural flow in the aquifer, aquifer influence functions around the perimeter of the grid in recognition that the gridded region does not have no-flow boundaries, heat losses into the overlying impermeable strata, and the wellbore heat and pressure drop calculations coupled to the aquifer flow equations.<br>(6) The model offers the option of selecting as iterative or direct solution technique, and selecting central or backward finite-difference approximations in both time and space.<br>(7) Virtually any aquifer can be modeled by proper grid block description in three dimensions. In addition, the model is fully transient. The major limitation of the model arises using second-order correct (central-difference) finite-difference approximation in space. To avoid numerical oscillations in the solution, the user must restrict grid block and time step sizes depending upon the magnitude of the dispersivity.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7996","usgsCitation":"INTERA Environmental Consultants, I., 1979, Revision of the documentation for a model for calculating effects of liquid waste disposal in deep saline aquifers: U.S. Geological Survey Water-Resources Investigations Report 79-96, ii, 73 p., https://doi.org/10.3133/wri7996.","productDescription":"ii, 73 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":158703,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7996.jpg"},{"id":310301,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0096/report.pdf","size":"21.76 MB","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602a4e","contributors":{"authors":[{"text":"INTERA Environmental Consultants, Inc.","contributorId":20365,"corporation":false,"usgs":true,"family":"INTERA Environmental Consultants","given":"Inc.","email":"","affiliations":[],"preferred":false,"id":198760,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26826,"text":"wri7844 - 1979 - Physical, chemical, and biological characteristics of Ross Lake, Snohomish County, Washington","interactions":[],"lastModifiedDate":"2018-04-05T15:15:23","indexId":"wri7844","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-44","title":"Physical, chemical, and biological characteristics of Ross Lake, Snohomish County, Washington","docAbstract":"<p>A study of the physical, chemical, and biological characteristics of Ross Lake in 1975 showed that the lake has no well-defined surface-water inflow and that thermal stratification is well established in summer. The water is of a calcium bicarbonate type, which is typical of lakes in western Washington.</p><p>Biological productivity in the lake was low, as indicated by low to moderate chlorophyll a concentrations, by the general lack of submersed plants on the lake bottom, and by the moderate dissolved-oxygen depletion in the deeper zones during thermal stratification. The productivity probably was limited by the amount of phosphorus available. Increased productivity and the resulting growth of nuisance plants can be avoided by limiting phosphate inputs to the lake to their present or lesser rates.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7844","usgsCitation":"Dion, N.P., 1979, Physical, chemical, and biological characteristics of Ross Lake, Snohomish County, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-44, iv, 15 p., https://doi.org/10.3133/wri7844.","productDescription":"iv, 15 p.","costCenters":[],"links":[{"id":158174,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Washington","county":"Snohomish County","otherGeospatial":"Ross Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.23301768302919,\n              48.09022030705596\n            ],\n            [\n              -122.22711682319641,\n              48.09022030705596\n            ],\n            [\n              -122.22711682319641,\n              48.09355258854631\n            ],\n            [\n              -122.23301768302919,\n              48.09355258854631\n            ],\n            [\n              -122.23301768302919,\n              48.09022030705596\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db697fc1","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197073,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27672,"text":"wri7884 - 1979 - Flood profiles along the Cedar River, King County, Washington","interactions":[],"lastModifiedDate":"2015-10-22T13:20:28","indexId":"wri7884","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-84","title":"Flood profiles along the Cedar River, King County, Washington","docAbstract":"<p>Flood profiles on the Cedar River, King County, Wash., were developed from 21.1 to 33.65 miles upstream from the mouth for the flood of December 3-4, 1975, and for a 100-year flood. Estimated water-surface elevations during a 100-year flood indicate virtually all the flow would be contained in the river channel. Since 1914, Cedar River flows have been affected by impoundment and release of storage from Chester Morse Lake at river mile 35.6, and since 1901 by diversion for water supply at river mile 21.6. Flood-frequency analysis, based on 62 years of regulated flows (period 1915-76), indicate the 100-year flood would have a discharge of 8,600 cubic feet per second at river mile 23.4 and 6,870 cubic feet per second at river mile 33.2. The highest flood since regulation began occurred December 3 and 4, 1975, and was 7,930 cubic feet per second at river mile 23.4 and 6,860 cubic feet per second at river mile 33.2. Recurrence interval of this flood is about 70 years at river mile 23.4 and about 100 years at mile 33.2 under present conditions of storage and regulation.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7884","usgsCitation":"Hettick, O., 1979, Flood profiles along the Cedar River, King County, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-84, iv, 23 p., https://doi.org/10.3133/wri7884.","productDescription":"iv, 23 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":159049,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri7884.jpg"},{"id":310510,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0084/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","county":"King County","otherGeospatial":"Cedar River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.90361022949219,\n              47.34766290653917\n            ],\n            [\n              -121.90361022949219,\n              47.425764580393924\n            ],\n            [\n              -121.58843994140625,\n              47.425764580393924\n            ],\n            [\n              -121.58843994140625,\n              47.34766290653917\n            ],\n            [\n              -121.90361022949219,\n              47.34766290653917\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eeb78","contributors":{"authors":[{"text":"Hettick, O.C.","contributorId":34968,"corporation":false,"usgs":true,"family":"Hettick","given":"O.C.","email":"","affiliations":[],"preferred":false,"id":198512,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28058,"text":"wri7960 - 1979 - Distribution of nitrate and related nitrogen species in the unsaturated zone, Redlands and vicinity, San Bernardino County, California","interactions":[],"lastModifiedDate":"2012-02-02T00:08:26","indexId":"wri7960","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-60","title":"Distribution of nitrate and related nitrogen species in the unsaturated zone, Redlands and vicinity, San Bernardino County, California","docAbstract":"Nitrogen in the unsaturated soil zone in the vicinity of Redlands in San Bernardino County, Calif., has been suspected as the source of nitrate in water from wells. Plans have been made to recharge the aquifer with imported surface water. If this occurs, the rising water table will intercept soluble nitrate in the unsaturated zone. This study was made to quantify and delineate the distribution of the nitrate in the unsaturated zone. Thirteen test holes were drilled in areas of various land uses, and samples of the unsaturated-zone materials were obtained with depth. In 10 of the test holes, the maximum nitrate-nitrogen (N03--N) concentrations occurred within 10 feet of land surface suggesting N03--N sources at the surface. Ranking the test holes according to near-surface N03--N concentrations showed that, of the top six, only two are in irrigated citrus areas. One is in an abandoned feedlot. Of the lowest six, four are in irrigated citrus areas and one is in the Santa Ana River channel. The control test hole ranked fourth suggesting that relatively high N03--N concentrations can occur in near-surface soils even in the absence of human habitation. Analysis according to one conceptual model suggests that raising the water-table altitude by aquifer recharge will intercept N03--N now in the unsaturated zone causing increases in N03--N concentrations in water from wells of up to 48 milligrams per liter. The largest increases will occur in the vicinity of irrigated citrus areas. (Woodard-USGS).","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7960","usgsCitation":"Klein, J.M., and Bradford, W.L., 1979, Distribution of nitrate and related nitrogen species in the unsaturated zone, Redlands and vicinity, San Bernardino County, California: U.S. Geological Survey Water-Resources Investigations Report 79-60, vi, 81 p. :ill., maps ;27 cm., https://doi.org/10.3133/wri7960.","productDescription":"vi, 81 p. :ill., maps ;27 cm.","costCenters":[],"links":[{"id":157987,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a60e4b07f02db6353ec","contributors":{"authors":[{"text":"Klein, John M.","contributorId":27036,"corporation":false,"usgs":true,"family":"Klein","given":"John","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199147,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bradford, Wesley L.","contributorId":95451,"corporation":false,"usgs":true,"family":"Bradford","given":"Wesley","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":199148,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27583,"text":"wri7981 - 1979 - Estimation of floods of various frequencies for the small ephemeral streams in eastern Washington","interactions":[],"lastModifiedDate":"2019-08-05T11:36:39","indexId":"wri7981","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-81","title":"Estimation of floods of various frequencies for the small ephemeral streams in eastern Washington","docAbstract":"Equations were developed to estimate the magnitude of floods for various occurrence frequencies at ungaged sites on ephemeral streams that drain small, relatively undeveloped basins in the semiarid part of eastern Washington. The equations were developed from regression analyses that used the logarithms of the longitude indexes of gaged sites, forest cover, and drainage areas of the upstream basins as independent variables and the logarithms of the discharges for selected exceedance-probabilities at the gaged sites were used as dependent variables. These equations may be used to estimate floodflows with probabilities of being exceeded in any year of 50, 20, 10, 4, 2, and 1 percent in natural-flow ephemeral streams that drain relatively undeveloped basins with areas and forest covers less than about 40 square miles and 30 percent, respectively. The standard errors of estimate for the equations range from 57 to 100 percent. Equations that use longitude index as a surrogate for a precipitation index more accurately estimate floods than do equations that use mean annual precipitation, which, in turn, are better than the equations that use the 24-hour precipitation with an exceedance probability of 50 percent. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7981","usgsCitation":"Haushild, W., 1979, Estimation of floods of various frequencies for the small ephemeral streams in eastern Washington: U.S. Geological Survey Water-Resources Investigations Report 79-81, iv, 22 p. , https://doi.org/10.3133/wri7981.","productDescription":"iv, 22 p. ","costCenters":[],"links":[{"id":158854,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0081/report-thumb.jpg"},{"id":366254,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0081/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Washington","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -125.9912109375,\n              45.61403741135093\n            ],\n            [\n              -120.16845703125,\n              45.61403741135093\n            ],\n            [\n              -120.16845703125,\n              49.03786794532644\n            ],\n            [\n              -125.9912109375,\n              49.03786794532644\n            ],\n            [\n              -125.9912109375,\n              45.61403741135093\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ae4b07f02db5fbbea","contributors":{"authors":[{"text":"Haushild, W.L.","contributorId":48953,"corporation":false,"usgs":true,"family":"Haushild","given":"W.L.","affiliations":[],"preferred":false,"id":198366,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27266,"text":"wri7929 - 1979 - Red Cedar River basin, Wisconsin: Low-flow characteristics","interactions":[],"lastModifiedDate":"2021-12-20T22:52:50.432531","indexId":"wri7929","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-29","title":"Red Cedar River basin, Wisconsin: Low-flow characteristics","docAbstract":"<p>Low-flow characteristics in the Red Cedar River basin, Wis., where surplus water may be diverted, and methods to determine low-flow characteristics at additional sites are presented. The low-flow characteristics were determined by various methods at 71 sites. For the three gaging stations in the basin, frequency analysis was used to determine the low-flow characteristics. At 17 partial-record sites correlation analyses were used to estimate the low-flow characteristics. Where only a single base-flow measurement was available (41 sites), equations were developed to estimate low-flow characteristics. The relationships were determined from multiple-regression analyses that related low-flow characteristics at gaging stations, low-flow partial-record stations, and sewage-treatment-plant sites to the drainage area and base-flow index values. The standard errors of estimate were determined to be 25 percent for the Q7,2 equation and 34 percent for the Q7,10 equation. For the main stem of the Red Cedar River where only one discharge measurement was available the low-flow characteristics were determined from a drainage area-discharge relationship. Low-flow characteristics were determined at an additional 30 sites in the Red Cedar River basin by various methods. The method used for these sites depended upon the type and amount of data available at each site.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7929","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Gebert, W., 1979, Red Cedar River basin, Wisconsin: Low-flow characteristics: U.S. Geological Survey Water-Resources Investigations Report 79-29, Report: iii, 12 p.; 1 Plate: 15.00 x 17.25 inches, https://doi.org/10.3133/wri7929.","productDescription":"Report: iii, 12 p.; 1 Plate: 15.00 x 17.25 inches","numberOfPages":"17","onlineOnly":"N","additionalOnlineFiles":"Y","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":393172,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35303.htm"},{"id":158619,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0029/report-thumb.jpg"},{"id":56147,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0029/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":56146,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0029/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"250000","country":"United States","state":"Wisconsin","otherGeospatial":"Red Cedar River","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -92.167,\n              45.045\n            ],\n            [\n              -92.167,\n              45.822\n            ],\n            [\n              -91.417,\n              45.822\n            ],\n            [\n              -91.417,\n              45.045\n            ],\n            [\n              -92.167,\n              45.045\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a196","contributors":{"authors":[{"text":"Gebert, W.A.","contributorId":71555,"corporation":false,"usgs":true,"family":"Gebert","given":"W.A.","email":"","affiliations":[],"preferred":false,"id":197824,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":26821,"text":"wri7963 - 1979 - Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington","interactions":[],"lastModifiedDate":"2019-08-05T11:26:57","indexId":"wri7963","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-63","title":"Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington","docAbstract":"A water budget prepared for Wilderness Lake, a candidate for lake-quality restoration, indicates that of the 530 acre-feet of water that enters the lake each year, 170 acre-feet is from precipitation and 360 acre-feet is from groundwater inflow. An equal amount leaves the lake, and of this, 380 acre-feet is by surface runoff, 8 acre-feet is by groundwater seepage, and 140 acre-feet is by evaporation. Based on these amounts of inflow and outflow, the theoretical water-renewal time of the lake is calculated to be 2.6 years. The annual contributions of nitrogen and phosphorus to the lake from precipitation, natural ground water, and septic-tank leachate are about 920 kilograms nitrogen and 38 kilograms phosphorus. Nitrogen and phosphorus contributions from other sources were not assessed but could be significant. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7963","usgsCitation":"Dion, N.P., 1979, Environmental features, general hydrology, and external sources of nutrients affecting Wilderness Lake, King County, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-63, v, 27 p. , https://doi.org/10.3133/wri7963.","productDescription":"v, 27 p. ","costCenters":[],"links":[{"id":366246,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0063/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158378,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0063/report-thumb.jpg"}],"country":"United States","state":"Washington","county":"King County","otherGeospatial":"Wilderness Lake","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.03922271728514,\n              47.36929191683155\n            ],\n            [\n              -122.0313262939453,\n              47.36929191683155\n            ],\n            [\n              -122.0313262939453,\n              47.38021933437073\n            ],\n            [\n              -122.03922271728514,\n              47.38021933437073\n            ],\n            [\n              -122.03922271728514,\n              47.36929191683155\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db6023ec","contributors":{"authors":[{"text":"Dion, N. P.","contributorId":33302,"corporation":false,"usgs":true,"family":"Dion","given":"N.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197063,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27973,"text":"wri7932 - 1979 - Digital model of the Hollister Valley ground-water basin, San Benito County, California","interactions":[],"lastModifiedDate":"2019-07-26T15:55:05","indexId":"wri7932","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-32","title":"Digital model of the Hollister Valley ground-water basin, San Benito County, California","docAbstract":"A two-dimensional finite-difference digital model was constructed to simulate effects of proposed pumping and recharge schemes on water levels in the Hollister Valley ground-water basin. Pumping rates in the valley are expected to increase from 24,000 acre-feet per year in 1968 to an ultimate rate of 38,500 acre-feet per year. The model was calibrated for the period 1940-51 and tested by simulating water-level changes from 1951 to 1968. Model-generated water levels were generally within 15 feet of observed water levels for the calibration period. For the testing period, computed and observed water levels differed by as much as 35 feet in parts of the study area. Discrepancies in the test results may be caused by errors in historical pumpage data or by unidentified faults or local semiconfined conditions. Under one proposed development scheme, model-predicted water levels to the year 2020 declined up to 170 feet in previously undeveloped areas. For developed areas near the city of Hollister, water-level declines of 100 to 125 feet were predicted for the same period. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7932","usgsCitation":"Kapple, G., 1979, Digital model of the Hollister Valley ground-water basin, San Benito County, California: U.S. Geological Survey Water-Resources Investigations Report 79-32, Report: iv, 17 p.; 6 Plates: 45.65 x 22.17 inches or smaller, https://doi.org/10.3133/wri7932.","productDescription":"Report: iv, 17 p.; 6 Plates: 45.65 x 22.17 inches or smaller","costCenters":[],"links":[{"id":366009,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0032/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366007,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0032/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159023,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0032/report-thumb.jpg.jpg"},{"id":366008,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0032/plate-6.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366010,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0032/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366011,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0032/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366012,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0032/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366013,"rank":8,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0032/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","county":"San Benito County","otherGeospatial":"Hollister Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -121.4208984375,\n              36.78179217131927\n            ],\n            [\n              -121.25473022460936,\n              36.78179217131927\n            ],\n            [\n              -121.25473022460936,\n              36.85874638670163\n            ],\n            [\n              -121.4208984375,\n              36.85874638670163\n            ],\n            [\n              -121.4208984375,\n              36.78179217131927\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a92e4b07f02db657b69","contributors":{"authors":[{"text":"Kapple, G.W.","contributorId":88764,"corporation":false,"usgs":true,"family":"Kapple","given":"G.W.","affiliations":[],"preferred":false,"id":198992,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27362,"text":"wri7943 - 1979 - Water-table map of Waukesha County, Wisconsin","interactions":[],"lastModifiedDate":"2019-04-04T09:22:57","indexId":"wri7943","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-43","title":"Water-table map of Waukesha County, Wisconsin","docAbstract":"<p>A map (scale 1:100,000) was prepared of the water table in Waukesha County in southeastern Wisconsin using water levels from more than 1,700 wells. The work was done as part of a cooperative project between the U.S. Geological Survey, the University of Wisconsin-Extension, Geological and Natural History Survey, and the Southeastern Wisconsin Regional Planning Commission. The map shows the altitude of the water table in increments of 20 feet, with supplemental 10-foot contours. The altitude ranges from less than 670 feet at a point along the east border of the county to more than 1,000 feet above sea level at three points in the central part of the county. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7943","collaboration":"Prepared in cooperation with the Southeastern Wisconsin Regional Planning Commission Wisconsin Geological and Natural History Survey","usgsCitation":"Gonthier, J.B., 1979, Water-table map of Waukesha County, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 79-43, 1 Plate: 22.67 x 19.58 inches, https://doi.org/10.3133/wri7943.","productDescription":"1 Plate: 22.67 x 19.58 inches","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":158282,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0043/report-thumb.jpg"},{"id":362795,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0043/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Wisconsin","county":"Waukesha County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-88.5401,43.1978],[-88.4183,43.1964],[-88.3027,43.1954],[-88.1827,43.1948],[-88.0639,43.194],[-88.0664,43.1076],[-88.0682,43.0202],[-88.0692,42.9725],[-88.0675,42.9334],[-88.0699,42.8447],[-88.1868,42.8451],[-88.3044,42.8444],[-88.5413,42.8445],[-88.5413,42.9341],[-88.5407,43.0232],[-88.5407,43.111],[-88.5401,43.1978]]]},\"properties\":{\"name\":\"Waukesha\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e2e4b07f02db5e4cd7","contributors":{"authors":[{"text":"Gonthier, J. B.","contributorId":63805,"corporation":false,"usgs":true,"family":"Gonthier","given":"J.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":197982,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28218,"text":"wri78129 - 1979 - Flood characteristics of Alaskan streams","interactions":[],"lastModifiedDate":"2019-08-08T12:06:13","indexId":"wri78129","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-129","title":"Flood characteristics of Alaskan streams","docAbstract":"Peak discharge data for Alaskan streams are summarized and analyzed. Multiple-regression equations relating peak discharge magnitude and frequency to climatic and physical characteristics of 260 gaged basins were determined in order to estimate average recurrence interval of floods at ungaged sites. These equations are for 1.25-, 2-, 5-, 10-, 25-, and 50-year average recurrence intervals. In this report, Alaska was divided into two regions, one having a maritime climate with fall and winter rains and floods, the other having spring and summer floods of a variety or combinations of causes. Average standard errors of the six multiple-regression equations for these two regions were 48 and 74 percent, respectively. Maximum recorded floods at more than 400 sites throughout Alaska are tabulated. Maps showing lines of equal intensity of the principal climatic variables found to be significant (mean annual precipitation and mean minimum January temperature), and location of the 260 sites used in the multiple-regression analyses are included. Little flood data have been collected in western and arctic Alaska, and the predictive equations are therefore less reliable for those areas. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78129","usgsCitation":"Lamke, R., 1979, Flood characteristics of Alaskan streams: U.S. Geological Survey Water-Resources Investigations Report 78-129, iv, 61 p., https://doi.org/10.3133/wri78129.","productDescription":"iv, 61 p.","costCenters":[],"links":[{"id":159653,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0129/report-thumb.jpg"},{"id":366384,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0129/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -169.45312499999997,\n              54.97761367069628\n            ],\n            [\n              -140.2734375,\n              54.97761367069628\n            ],\n            [\n              -140.2734375,\n              71.85622888185527\n            ],\n            [\n              -169.45312499999997,\n              71.85622888185527\n            ],\n            [\n              -169.45312499999997,\n              54.97761367069628\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b05e4b07f02db699e2c","contributors":{"authors":[{"text":"Lamke, R. D.","contributorId":32539,"corporation":false,"usgs":true,"family":"Lamke","given":"R. D.","affiliations":[],"preferred":false,"id":199412,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27223,"text":"wri7961 - 1979 - Coastal flood of February 7, 1978, in Maine, Massachusetts, and New Hampshire","interactions":[],"lastModifiedDate":"2016-01-04T14:15:08","indexId":"wri7961","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-61","title":"Coastal flood of February 7, 1978, in Maine, Massachusetts, and New Hampshire","docAbstract":"<p>On February 6-8, 1978, New England was battered by one of the most severe winter storms of record. The storm produced record snowfall in many areas of Rhode Island and Massachusetts. Spring high tides (sun and moon in such alinement as to cause the highest tides of the month), a stationary storm center, and hurricane force winds combined to produce record high flood levels along much of the Massachusetts to Maine coastline on February 7. Tidal gages recorded new highs of 10.4 feet in Boston, Massachusetts, and 9.6 feet in Portland, Maine. Fifty-four lives were lost because of the storm. Property damage was greatest along the Massachusetts coastline north of Cape Cod. The total cost of the storm--principally property damage, snow removal, and economic losses--approached $1 billion.</p>\n<p>This report contains data which document the flooding along parts of the New England coast. Elevations of 203 floodmarks in Massachusetts, 104 in Maine, and 46 in New Hampshire are given. Also included are some historical coastal flood data and a list of other storm-related studies.&nbsp;</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7961","usgsCitation":"Gadoury, R.A., 1979, Coastal flood of February 7, 1978, in Maine, Massachusetts, and New Hampshire: U.S. Geological Survey Water-Resources Investigations Report 79-61, iii, 57 p.; 2 Plates: 33.95 x 11.92 and 11.75 x 21.78 inches, https://doi.org/10.3133/wri7961.","productDescription":"iii, 57 p.; 2 Plates: 33.95 x 11.92 and 11.75 x 21.78 inches","numberOfPages":"65","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":313232,"rank":1,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0061/report.pdf","text":"Report","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":313233,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0061/plate-1.pdf","text":"Plate 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,{"id":27203,"text":"wri7965 - 1979 - Chemical quality of ground water on Cape Cod, Massachusetts","interactions":[],"lastModifiedDate":"2019-08-06T12:15:50","indexId":"wri7965","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-65","title":"Chemical quality of ground water on Cape Cod, Massachusetts","docAbstract":"Cape Cod is a 440 square mile hook-shaped peninsula which extends 40 miles into the Atlantic. Freshwater in Pleistocene sand and gravel deposits is the source of supply for nearly 100 municipal and thousands of private domestic wells. Most ground water on Cape Cod is of good chemical quality for drinking and other uses. It is characteristically low in dissolved solids and is soft. In 90 percent of the samples analyzed, dissolved solids were less than 100 mg/l (milligrams per liter) and pH was less than 7.0. Highway deicing salt, sea-water flooding due to storms , and saltwater intrusion due to ground-water withdrawal are sources of sodium chloride contamination. Chloride concentrations have increased from 20 to 140 mg/l, owing to saltwater intrusion at Provincetown 's wells in Truro. In Yarmouth, contaminated ground water near a salt-storage area contained as much as 1,800 mg/l chloride. Heavy metals, insecticides, and herbicides were not found at concentrations above the U.S. Environmental Protection Agency 's recommended limits for public drinking-water supplies, but iron and manganese in some samples exceeded those limits. Ninety percent of 84 samples analyzed for nitrate reported as nitrogen contained less than 1.3 mg/l and 80 percent contained 0.5 mg/l or less of nitrate as nitrogen. Water containing nitrogen in excess of 0.5 mg/l has probably been affected by municipal or domestic sewage or fertilizer, and water with less than this amount may have been affected by them. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7965","usgsCitation":"Frimpter, M., and Gay, F.B., 1979, Chemical quality of ground water on Cape Cod, Massachusetts: U.S. Geological Survey Water-Resources Investigations Report 79-65, Report: iv, 11 p.; 2 Plates: 45.02 x 34.52 inches and 34.44 x 45.17 inches , https://doi.org/10.3133/wri7965.","productDescription":"Report: iv, 11 p.; 2 Plates: 45.02 x 34.52 inches and 34.44 x 45.17 inches ","costCenters":[],"links":[{"id":366306,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0065/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366305,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0065/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":158595,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0065/report-thumb.jpg"},{"id":366252,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0065/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Massachusetts","otherGeospatial":"Cape Cod","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -70.2850341796875,\n              41.58668835697237\n            ],\n            [\n              -69.8565673828125,\n              41.58668835697237\n            ],\n            [\n              -69.8565673828125,\n              42.08191667830631\n            ],\n            [\n              -70.2850341796875,\n              42.08191667830631\n            ],\n            [\n              -70.2850341796875,\n              41.58668835697237\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3697","contributors":{"authors":[{"text":"Frimpter, M. H.","contributorId":34127,"corporation":false,"usgs":true,"family":"Frimpter","given":"M. H.","affiliations":[],"preferred":false,"id":197727,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Gay, F. B.","contributorId":55002,"corporation":false,"usgs":true,"family":"Gay","given":"F.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":197728,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27236,"text":"wri7928 - 1979 - The Oligocene aquifer system in Mississippi","interactions":[],"lastModifiedDate":"2019-07-26T15:56:51","indexId":"wri7928","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-28","title":"The Oligocene aquifer system in Mississippi","docAbstract":"The Oligocene aquifer system in Mississippi consists of limestone and marl members of the Vicksburg Group, and the underlying Forest Hill Sand. The aquifer system crops out in a band 5 to 10 miles wide, that trends southeast across the State from the Warren-Yazoo County line to northeastern Wayne County. In the northwest part of the area, the formations dip to the southwest at 12 feet per mile. At the southeastern end of the outcrop, the dip is 42 feet per mile. The average dip for the entire area is 30 feet per mile. The aquifers are of primary importance for domestic and farm use. Total withdrawal in 1977 was about 1.4 million gallons per day. Since 1963 water levels have declined an average of between 0.05 and 2 feet per year. Water quality is generally good although in some places there are objectionably high concentrations of iron and color. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7928","usgsCitation":"Gandl, L.A., 1979, The Oligocene aquifer system in Mississippi: U.S. Geological Survey Water-Resources Investigations Report 79-28, 2 Plates: 32.25 x 41.03 inches and 41.88 x 32.04 inches, https://doi.org/10.3133/wri7928.","productDescription":"2 Plates: 32.25 x 41.03 inches and 41.88 x 32.04 inches","costCenters":[],"links":[{"id":158763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0028/report-thumb.jpg"},{"id":366014,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0028/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":366015,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0028/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Mississippi","otherGeospatial":"Oligocene aquifer system","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adfe4b07f02db687cc9","contributors":{"authors":[{"text":"Gandl, L. A.","contributorId":91856,"corporation":false,"usgs":true,"family":"Gandl","given":"L.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":197776,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":27735,"text":"wri7931 - 1979 - Low-flow characteristics of Wisconsin streams at sewage-treatment plants and industrial plants","interactions":[],"lastModifiedDate":"2025-01-13T14:55:26.401681","indexId":"wri7931","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-31","title":"Low-flow characteristics of Wisconsin streams at sewage-treatment plants and industrial plants","docAbstract":"<p>Low-flow characteristics of Wisconsin streams at 397 sewage-treatment plants and 143 industrial plants in 30 river basins are presented in this report. The low-flow characteristics are the annual minimum 7-day mean flow below which the flow will fall on the average of once in 2 years (Q<sub>7,2</sub>) and the annual minimum 7-day mean flow below which the flow will fall on the average of once in 10 years (Q<sub>7, 10</sub>).</p><p>The low-flow characteristics at most sewage-treatment and industrial plants (project stations) were determined by correlating base-flow measurements at the project stations with the concurrent daily mean flow at continuous-record gaging stations in the area. The Q<sub>7, 2</sub> and Q<sub>7,10</sub> discharges determined by a frequency analysis at the continuous-record gaging stations were used to estimate the Q<sub>7,2</sub> and Q<sub>7,10</sub> at the project stations. For some project stations the low-flow characteristics also were determined by frequency analysis at nearby continuous-record gaging stations or correlation analysis at nearby low-flow partial-record stations. The Q<sub>7, 2</sub> values ranged from 0 to 3,770 ft<sup>3</sup>/s and Q<sub>7, 10</sub> values ranged from 2,790 ft<sup>3</sup>/s.</p><p>The accuracy of the estimated low-flow characteristics is evaluated according to the type and amount of data used to determine the low-flow characteristics. The accuracy determined by the standard error of estimate for the 10-year low flow (SE<sub>7, 10</sub>)) ranged from an average of 18 percent at continuous-record gaging stations to an average of h6 percent when only three base-flow measurements were available.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7931","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Holmstrom, B.K., 1979, Low-flow characteristics of Wisconsin streams at sewage-treatment plants and industrial plants: U.S. Geological Survey Water-Resources Investigations Report 79-31, iv, 123 p., https://doi.org/10.3133/wri7931.","productDescription":"iv, 123 p.","numberOfPages":"129","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science 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,{"id":26776,"text":"wri7911 - 1979 - Water resources data of the Seward area, Alaska","interactions":[],"lastModifiedDate":"2018-11-16T10:08:24","indexId":"wri7911","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-11","title":"Water resources data of the Seward area, Alaska","docAbstract":"<p>Favorable geohydrologic conditions in the Seward area provide several choices for developing additional water supplies. Abundant stream runoff and the prospects for expanded well-field development in the Jap Creek alluvial fan, as well as other similar fans, allow a selection of future water sources based on factors other than the availability of the natural resource. Although water in both streams and deep aquifers is of good potable quality, ground water has the inherent advantages of being free of suspended sediment, of being warmer during winter months, and of being less vulnerable to pollution. Shallow infiltration galleries constructed along the alluvial-fan reaches of some streams should provide large volumes of water for public supply.</p><p>A potential exists at Seward for serious flooding of the alluvial fans by the major streams, for coastal flooding by bay waters resulting from storm-driven waves or tsunamis, and for pollution of shallow ground water by onsite sewage disposal.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7911","usgsCitation":"Dearborn, L.L., Anderson, G.S., and Zenone, C., 1979, Water resources data of the Seward area, Alaska: U.S. Geological Survey Water-Resources Investigations Report 79-11, iv, 45 p., https://doi.org/10.3133/wri7911.","productDescription":"iv, 45 p.","costCenters":[],"links":[{"id":158151,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0011/report-thumb.jpg"},{"id":359501,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Alaska","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -150,\n              60\n            ],\n            [\n              -150.75,\n              60\n            ],\n            [\n              -150.75,\n              60.33\n            ],\n            [\n              -150,\n              60.33\n            ],\n            [\n              -150,\n              60\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f6e4b07f02db5f15a9","contributors":{"authors":[{"text":"Dearborn, Larry L.","contributorId":66687,"corporation":false,"usgs":true,"family":"Dearborn","given":"Larry","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":196986,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Anderson, Gary S.","contributorId":36534,"corporation":false,"usgs":true,"family":"Anderson","given":"Gary","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":196985,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Zenone, Chester","contributorId":8094,"corporation":false,"usgs":true,"family":"Zenone","given":"Chester","email":"","affiliations":[],"preferred":false,"id":196984,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":26393,"text":"wri7919 - 1979 - Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2","interactions":[],"lastModifiedDate":"2017-07-07T08:32:59","indexId":"wri7919","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-19","title":"Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2","docAbstract":"This report presents selected basic data collected during a study of the water resources of the Clarion River and Redbank Creek basins in northwestern Pennsylvania. Hydrologic information including data on aquifers, water levels, and yields is presented for 1,304 wells. Records for 51 springs are also given. The report contains 83 chemical analyses of water samples collected from 30 stream sites and 300 analyses of water from 196 wells and 43 springs. Also included are 103 trace-element analyses. Monthly and annual means of ground-water levels for six observation wells are tabulated. Benthic invertebrate data from 136 stream sites are listed. Locations of data-collection sites are shown on 50 page-size reductions of 7.5-minute topographic quadrangle maps. (Kosco-USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7919","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Buckwalter, T.F., Dodge, C.H., and Schiner, G.R., 1979, Selected water resources data, Clarion River and Redbank Creek basins, northwestern Pennsylvania: Part 2: U.S. Geological Survey Water-Resources Investigations Report 79-19, vii, 135 p., https://doi.org/10.3133/wri7919.","productDescription":"vii, 135 p.","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":157846,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":337197,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0019/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Pennsylvania","otherGeospatial":"Clarion River basin, Redbank Creek basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -77.2393798828125,\n              41.95131994679697\n            ],\n            [\n              -77.5689697265625,\n              41.98807738309159\n            ],\n            [\n              -77.8106689453125,\n              41.98807738309159\n            ],\n            [\n              -78.15673828125,\n              41.97582726102573\n            ],\n            [\n              -78.4368896484375,\n              41.947234477977766\n            ],\n            [\n              -78.7005615234375,\n              41.86137915587359\n            ],\n            [\n              -79.12353515625,\n              41.72623044860001\n            ],\n            [\n              -79.34326171875,\n              41.63186741069748\n            ],\n            [\n              -79.7772216796875,\n              41.352072144512924\n            ],\n            [\n              -79.903564453125,\n              41.14970617453726\n            ],\n            [\n              -79.89257812499999,\n              40.959159772134896\n            ],\n            [\n              -79.79919433593749,\n              40.78054143186031\n            ],\n            [\n              -79.6343994140625,\n              40.61812224225511\n            ],\n            [\n              -79.530029296875,\n              40.58058466412761\n            ],\n            [\n              -79.0301513671875,\n              40.62646106367355\n            ],\n            [\n              -78.837890625,\n              40.67647212850004\n            ],\n            [\n              -77.95898437499999,\n              40.93011520598305\n            ],\n            [\n              -77.7227783203125,\n              41.05864414643029\n            ],\n            [\n              -77.431640625,\n              41.23238023874139\n            ],\n            [\n              -77.34374999999999,\n              41.36031866306708\n            ],\n            [\n              -77.2393798828125,\n              41.49623534616764\n            ],\n            [\n              -77.1295166015625,\n              41.65239288426814\n            ],\n            [\n              -77.1240234375,\n              41.77131167976407\n            ],\n            [\n              -77.2393798828125,\n              41.95131994679697\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e4e4b07f02db5e60e7","contributors":{"authors":[{"text":"Buckwalter, Theodore F.","contributorId":90719,"corporation":false,"usgs":true,"family":"Buckwalter","given":"Theodore","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":196312,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, Clifford H.","contributorId":65887,"corporation":false,"usgs":true,"family":"Dodge","given":"Clifford","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":196311,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Schiner, George R.","contributorId":22743,"corporation":false,"usgs":true,"family":"Schiner","given":"George","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":196310,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27104,"text":"wri79101 - 1979 - Determination of selected anions in water by ion chromatography","interactions":[],"lastModifiedDate":"2017-12-06T13:20:03","indexId":"wri79101","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-101","title":"Determination of selected anions in water by ion chromatography","docAbstract":"<p>Ion chromatography is a rapid, sensitive, precise, and accurate method for the determination of major anions in rain water and surface waters. Simultaneous analyses of a single sample for bromide, chloride, fluoride, nitrate, nitrite, orthophosphate, and sulfate require approximately 20 minutes to obtain a chromatogram.</p><p>Minimum detection limits range from 0.01 milligrams per liter for fluoride to 0.20 milligrams per liter for chloride and sulfate. Percent relative standard deviations were less than nine percent for all anions except nitrite in Standard Reference Water Samples. Only one reference sample contained nitrite and its concentration was near the minimum level of detection. Similar precision was found for chloride, nitrate, and sulfate at concentrations less than 5 milligrams per liter in rainfall samples. Precision for fluoride ranged from 12 to 22 percent, but is attributed to the low concentrations in these samples. The other anions were not detected.</p><p>To determine accuracy of results, several samples were spiked with known concentrations of fluoride, chloride, nitrate, and sulfate; recoveries ranged from 96 to 103 percent. Known amounts of bromide and phosphate were added, separately, to several other waters, which contained bromide or phosphate. Recovery of added bromide and phosphate ranged from approximately 95 to 104 percent. No recovery data were obtained for nitrite.</p><p>Chloride, nitrate, nitrite, orthophosphate, and sulfate, in several samples, were also determined independently by automated colorimetric procedures. An automated ion-selective electrode method was used to determine fluoride. Results are in agreement with results obtained by ion chromatography.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri79101","usgsCitation":"Fishman, M., and Pyen, G., 1979, Determination of selected anions in water by ion chromatography: U.S. Geological Survey Water-Resources Investigations Report 79-101, iv, 30 p., https://doi.org/10.3133/wri79101.","productDescription":"iv, 30 p.","numberOfPages":"37","costCenters":[],"links":[{"id":349796,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0101/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159034,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0101/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4aa8e4b07f02db66749f","contributors":{"authors":[{"text":"Fishman, Marvin J.","contributorId":87110,"corporation":false,"usgs":true,"family":"Fishman","given":"Marvin J.","affiliations":[],"preferred":false,"id":197558,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pyen, Grace","contributorId":77189,"corporation":false,"usgs":true,"family":"Pyen","given":"Grace","email":"","affiliations":[],"preferred":false,"id":197557,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27137,"text":"wri78124 - 1979 - Chemical quality of ground water in the eastern Sacramento Valley, California","interactions":[],"lastModifiedDate":"2019-08-05T10:07:09","indexId":"wri78124","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-124","title":"Chemical quality of ground water in the eastern Sacramento Valley, California","docAbstract":"The study area is about 1,300 square miles in the eastern Sacramento Valley, Calif., extending from the latitude of Roseville on the south to thelatitude of Chico on the north. Considering the increased agricultural development of the area, this report documents the chemical character of the ground water prior to water-level declines that could result from extensive pumping for irrigation or to changes caused by extensive use of imported surface water. Chemical analyses of samples from 222 wells show that most of the area is underlain by ground water of a quality suitable for most agricultural and domestic purposes. Ninety-five percent of the water sampled has dissolved-solids concentrations of less than 700 milligrams per liter. The general water type for the area is a calcium and magnesium bicarbonate water and there are negligible amounts of toxic trace elements. The potential for water-quality problems exists in the area south of Yuba City along the west bank of the Feather River. There, concentrations of chloride, sulfate, and dissolved solids are higher than in other parts of the area, and they could limit future agricultural activities if chloride- and sulfate-sensitive crops are grown. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri78124","usgsCitation":"Fogelman, R.P., 1979, Chemical quality of ground water in the eastern Sacramento Valley, California: U.S. Geological Survey Water-Resources Investigations Report 78-124, iv, 45 p., https://doi.org/10.3133/wri78124.","productDescription":"iv, 45 p.","costCenters":[],"links":[{"id":157968,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0124/report-thumb.jpg"},{"id":366190,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0124/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"California","otherGeospatial":"Sacramento Valley","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.3876953125,\n              38.522384090200845\n            ],\n            [\n              -121.79992675781249,\n              38.522384090200845\n            ],\n            [\n              -121.79992675781249,\n              40.41767833585549\n            ],\n            [\n              -122.3876953125,\n              40.41767833585549\n            ],\n            [\n              -122.3876953125,\n              38.522384090200845\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e368f","contributors":{"authors":[{"text":"Fogelman, Ronald P.","contributorId":62597,"corporation":false,"usgs":true,"family":"Fogelman","given":"Ronald","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":197619,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28327,"text":"wri7957 - 1979 - Map showing ground-water conditions in the Virgin River, Grand Wash, and Shivwits areas, Mohave County, Arizona, 1976","interactions":[],"lastModifiedDate":"2019-07-26T15:50:41","indexId":"wri7957","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-57","title":"Map showing ground-water conditions in the Virgin River, Grand Wash, and Shivwits areas, Mohave County, Arizona, 1976","docAbstract":"The Virgin River, Grand Wash, and Shivwits areas include about 3 ,250 square miles in northwestern Arizona. Ground water is obtained mainly from the alluvium, conglomerate, and basalt; however, several other formations yield small amounts of water to some wells. In the Virgin River area, most wells are less than 200 feet deep, water levels range from 17 to 310 feet below the land surface, and well yields range from a few gallons per minute to as much as 2,000 gallons per minute. Springs in the Littlefield area contribute about 70 cubic feet per second of water to the Virgin River. In the Grand Wash area wells are from 35 to 850 feet deep, and water levels range from 5 to 759 feet below the land surface. In the Shivwits area wells are from 10.5 to 300 feet deep, and water levels range from 10 to 256 feet below the land surface. The chemical quality of the water varies with location and aquifer in the report area. Information shown on the map (scale 1:125,000) includes the principal aquifer that furnishes water to wells and springs, depth to water, altitude of the water level, and specific conductance and fluoride concentrations. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7957","usgsCitation":"Levings, G.W., and Farrar, C.D., 1979, Map showing ground-water conditions in the Virgin River, Grand Wash, and Shivwits areas, Mohave County, Arizona, 1976: U.S. Geological Survey Water-Resources Investigations Report 79-57, 1 Plate: 34.64 x 45.48 inches, https://doi.org/10.3133/wri7957.","productDescription":"1 Plate: 34.64 x 45.48 inches","costCenters":[],"links":[{"id":366006,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0057/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":159361,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0057/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Mohave County","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -114.01611328125,\n              35.55010533588552\n            ],\n            [\n              -112.2802734375,\n              35.55010533588552\n            ],\n            [\n              -112.2802734375,\n              36.96744946416934\n            ],\n            [\n              -114.01611328125,\n              36.96744946416934\n            ],\n            [\n              -114.01611328125,\n              35.55010533588552\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b15e4b07f02db6a4cc0","contributors":{"authors":[{"text":"Levings, G. W.","contributorId":12485,"corporation":false,"usgs":true,"family":"Levings","given":"G.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":199599,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":199600,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26863,"text":"wri7912 - 1979 - Water resources of the Swinomish Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2019-05-14T13:51:06","indexId":"wri7912","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-12","title":"Water resources of the Swinomish Indian Reservation, Washington","docAbstract":"<p>The Swinomish Indian Reservation occupies 17 mi<sup>2</sup>on Fidalgo Island, northwestern Washington. Six square miles are underlain by mudflats or low-lying alluvial deposits, and are not part of the study area. An appraisal of the water resources of the reservation was made because the Swinomish Tribal Community expects rapid economic and population growth in the near future.</p><p>Average inflow to the hydrologic system of the reservation is 24 ft<sup>3</sup>/s (cubic feet per second). Outflow consists of evapotranspiration (15 ft<sup>3</sup>/s), subsurface outflow (5 ft<sup>3</sup>/s), and surface-water outflow (4 ft<sup>3</sup>/s). Recharge to the ground-water reservoir is 8 ft<sup>3</sup>/s.</p><p>Most of the study area is a remnant of a glacial drift plain underlain by three types of unconsolidated deposits. The uppermost unit consists primarily of till, the intermediate unit is predominantly sand and gravel, and the lowermost unit is nearly all clay and silt. The total storage capacity is about 6.3 billion cubic feet of water.</p><p>During 1976 human interaction with the hydrologic system was negligible, with an average rate of water use of 0.19 ft<sup>3</sup>/s. Seventy percent of this was pumped from the ground-water reservoir and the rest was imported.</p><p>Water levels in six wells extending below mean sea level were found to fluctuate as much as 2.8 feet in response to tidal fluctuations, representing maximum tidal efficiencies of 42 percent. Below sea level is a freshwater-saltwater zone of diffusion at least 150 feet thick.</p><p>Dissolved-solids concentrations are estimatd to be 10-20 mg/L (milligrams per liter) in precipitation, increase to 15-35 mg/L due to evapotranspiration, reach 45 mg/L in direct runoff, and increase to about 160 mg/L in shallow ground water and about 245 mg/L in deep ground water. In the zone of saltwater diffusion concentrations up to 1,570 mg/L were measured. Human interaction with the hydrologic system has had little apparent effect on water quality.</p><p>Ground-water quality is generally within the acceptable limits of the Federal Safe Drinking Water Act. The maximum contaminant levels for turbidity, arsenic, and coliform bacteria have been exceeded in a few samples.</p><p>Recommended limits have been exceeded for iron, manganese, chloride, dissolved solids, pH, and color. Most of the large concentrations of these constituents were in water from the zone of saltwater diffusion.</p><p>The ground-water reservoir can be developed to a greater degree. If 20 percent of the 8 ft<sup>3</sup>/s of ground-water recharge can be intercepted, a net rate of ground-water withdrawal of 1.6 ft<sup>3</sup>/s can be attained. Aquiculture development is possible on the two largest streams in the reservation in the form of incubation stations handling 600,000 eggs each. </p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7912","collaboration":"Prepared in cooperation with the Swinomish Tribal Community","usgsCitation":"Drost, B., 1979, Water resources of the Swinomish Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 79-12, Report: x, 83 p.; 5 Plates: 13.70 x 28.38 inches or smaller, https://doi.org/10.3133/wri7912.","productDescription":"Report: x, 83 p.; 5 Plates: 13.70 x 28.38 inches or smaller","costCenters":[],"links":[{"id":157544,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0012/report-thumb.jpg"},{"id":363788,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363789,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363787,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0012/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363790,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363791,"rank":6,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":363792,"rank":7,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1979/0012/plate-5.pdf","linkFileType":{"id":1,"text":"pdf"}}],"datum":"Mean Sea Level","country":"United States","state":"Washington","otherGeospatial":"Swinomish Indian Reservation","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -122.58682250976562,\n              48.35100160942683\n            ],\n            [\n              -122.45155334472656,\n              48.35100160942683\n            ],\n            [\n              -122.45155334472656,\n              48.464498854118204\n            ],\n            [\n              -122.58682250976562,\n              48.464498854118204\n            ],\n            [\n              -122.58682250976562,\n              48.35100160942683\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f2e4b07f02db5eec53","contributors":{"authors":[{"text":"Drost, B. 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,{"id":27402,"text":"wri7923 - 1979 - Chemical analyses of surface water in Illinois, 1975-77--Volume I, Des Plaines River basin and Lake Michigan","interactions":[],"lastModifiedDate":"2020-10-29T13:15:33.382432","indexId":"wri7923","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-23","displayTitle":"Chemical Analyses of Surface Water in Illinois, 1975–77—Volume I, Des Plaines River Basin and Lake Michigan","title":"Chemical analyses of surface water in Illinois, 1975-77--Volume I, Des Plaines River basin and Lake Michigan","docAbstract":"<p>Samples of surface water were collected and analyzed by the Illinois Environmental Protection Agency. The results from water years 1975 to 1977 are presented in three volumes. The history of sampling and analytical methods used during that period are summarized. Stream discharge data from records of the U.S. Geological Survey are included for all sites where samples were collected at gaging stations or near enough that reliable discharge estimates could be made. Volume I includes the Des Plaines River basin and Lake Michigan.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7923","collaboration":"Prepared in cooperation with the Illinois Environmental Protection Agency","usgsCitation":"Grason, D., and Healy, R.W., 1979, Chemical analyses of surface water in Illinois, 1975-77--Volume I, Des Plaines River basin and Lake Michigan: U.S. Geological Survey Water-Resources Investigations Report 79-23, v. I, iv, 222 p., https://doi.org/10.3133/wri7923.","productDescription":"iv, 222 p.","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"links":[{"id":361724,"rank":4,"type":{"id":22,"text":"Related Work"},"url":"https://doi.org/10.3133/wri7925","text":"WRI 79–25","description":"WRI 79–25","linkHelpText":"Chemical Analyses of Surface Water in Illinois, 1975–77—Volume III, Ohio River Tributaries and Mississippi River Tributaries South of the Illinois River Basin"},{"id":361723,"rank":3,"type":{"id":22,"text":"Related Work"},"url":"https://doi.org/10.3133/wri7924","text":"WRI 79–24","description":"WRI 79–24","linkHelpText":"Chemical Analyses of Surface Water in Illinois, 1975–77—Volume II, Illinois River Basin and Mississippi River Tributaries North of Illinois River 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 \"}}]}","volume":"I","contact":"<p>Director,&nbsp;<a href=\"https://www.usgs.gov/centers/cm-water\" data-mce-href=\"https://www.usgs.gov/centers/cm-water\">Central Midwest Water Science Center</a><br>U.S. Geological Survey<br>405 North Goodwin<br>Urbana, IL 61801</p>","tableOfContents":"<ul><li>Abstract</li><li>Introduction</li><li>Acknowledgment</li><li>Definition of Terms</li><li>Methods</li><li>Presentation of Data</li><li>References</li><li>Index</li></ul>","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e1e4b07f02db5e497f","contributors":{"authors":[{"text":"Grason, David","contributorId":29819,"corporation":false,"usgs":true,"family":"Grason","given":"David","email":"","affiliations":[],"preferred":false,"id":198053,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Healy, R. W.","contributorId":89872,"corporation":false,"usgs":true,"family":"Healy","given":"R.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":198054,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":27478,"text":"wri7994 - 1979 - Drinking-water quality and variations in water levels in the fractured crystalline-rock aquifer, west-central Jefferson County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:27","indexId":"wri7994","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-94","title":"Drinking-water quality and variations in water levels in the fractured crystalline-rock aquifer, west-central Jefferson County, Colorado","docAbstract":"In parts of Jefferson County, CO, water for domestic use from the fractured crystalline-rock aquifer contained excessive concentrations of major ions, coliform bacteria, trace elements, or radiochemicals. Based on results of analyses from 26 wells, water from 21 of the wells contained excessive concentrations of one or more constituents. Drinking water standards were exceeded for fluoride in water from 2 wells, nitrate plus nitrite in 2 wells, dissolved solids in 1 well, iron in 6 wells, manganese in 8 wells, zinc in 2 wells, coliform bacteria in 4 wells, gross alpha radiation in 11 wells and possibly 4 more, and gross beta radiation possibly in 1 well. Local variations in concentrations of 15 chemical constituents, specific conductance, and water temperature were statistically significant. Specific conductance increased significantly during 1973-75 only in the vicinity of Indian Hills. Annual range in depths to water in 11 observation wells varied from 1 to 15 feet. The shallowest water levels were recorded in late winter, usually in February. The deepest water levels occurred during summer or fall, depending on the well and the year. Three-year trends in water level changes in 6 of the 11 wells indicated decreasing water storage in the aquifer. (USGS).","language":"ENGLISH","publisher":"U.S. Geological Survey ;\r\nfor sale by National Technical Information Service,","doi":"10.3133/wri7994","usgsCitation":"Hall, D.C., and Johnson, C.J., 1979, Drinking-water quality and variations in water levels in the fractured crystalline-rock aquifer, west-central Jefferson County, Colorado: U.S. Geological Survey Water-Resources Investigations Report 79-94, 57 p.:ill., maps ;29 cm., https://doi.org/10.3133/wri7994.","productDescription":"57 p.:ill., maps ;29 cm.","costCenters":[],"links":[{"id":124905,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0094/report-thumb.jpg"},{"id":56329,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0094/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b3bc","contributors":{"authors":[{"text":"Hall, Dennis C.","contributorId":95473,"corporation":false,"usgs":true,"family":"Hall","given":"Dennis","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":198190,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Johnson, Carl J.","contributorId":19975,"corporation":false,"usgs":true,"family":"Johnson","given":"Carl","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":198189,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26802,"text":"wri7970 - 1979 - Hydrologic data on channel adjustments, 1970 to 1975, on the Rio Grande downstream from Cochiti Dam, New Mexico before and after closure","interactions":[],"lastModifiedDate":"2018-11-19T12:15:28","indexId":"wri7970","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-70","title":"Hydrologic data on channel adjustments, 1970 to 1975, on the Rio Grande downstream from Cochiti Dam, New Mexico before and after closure","docAbstract":"<p>Cross-section channel profiles, sediment transport and hydrologic data have been observed (before and after closure of the dam) and computed for a series of investigations from 1970 to 1975 at 37 cross sections established along a 59 mile (95 kilometer) study reach from Cochiti Dam to Isleta Diversion Dam, N. Mex.</p><p>Cochiti Dam began impounding water in November 1973. Because the dam will trap virtually all of the sediment load originating upstream and water discharge will be controlled, it is expected that equilibrium values of channel width, depth, slope and sediment-transport capability in the existing main stem of the Rio Grande will change. Changes in cross sections with time and space and changes in size distribution of sediments are documented.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7970","usgsCitation":"Dewey, J.D., Roybal, F., and Funderburg, D., 1979, Hydrologic data on channel adjustments, 1970 to 1975, on the Rio Grande downstream from Cochiti Dam, New Mexico before and after closure: U.S. Geological Survey Water-Resources Investigations Report 79-70, viii, 531 p. , https://doi.org/10.3133/wri7970.","productDescription":"viii, 531 p. ","numberOfPages":"544","costCenters":[],"links":[{"id":158507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1979/0070/report-thumb.jpg"},{"id":359558,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1979/0070/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"New Mexico","otherGeospatial":"Cochiti Dam, Rio Grande","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -106.820068359375,\n              34.8971951696173\n            ],\n            [\n              -106.00433349609375,\n              34.8971951696173\n            ],\n            [\n              -106.00433349609375,\n              35.97578349847199\n            ],\n            [\n              -106.820068359375,\n              35.97578349847199\n            ],\n            [\n              -106.820068359375,\n              34.8971951696173\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607323","contributors":{"authors":[{"text":"Dewey, Jack D.","contributorId":60272,"corporation":false,"usgs":true,"family":"Dewey","given":"Jack","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":197028,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Roybal, F.E.","contributorId":62998,"corporation":false,"usgs":true,"family":"Roybal","given":"F.E.","email":"","affiliations":[],"preferred":false,"id":197029,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Funderburg, D.E.","contributorId":79101,"corporation":false,"usgs":true,"family":"Funderburg","given":"D.E.","email":"","affiliations":[],"preferred":false,"id":197030,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":27567,"text":"wri7979 - 1979 - Ground water in the vicinity of Capulin, New Mexico","interactions":[],"lastModifiedDate":"2019-11-13T10:01:55","indexId":"wri7979","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"79-79","title":"Ground water in the vicinity of Capulin, New Mexico","docAbstract":"<p>The alluvial deposits within a closed basin near Capulin, New Mexico, are estimated to have 189,000 acre-feet of water in storage. These deposits have an estimated average transmissivity of 400 feet squared per day and represent the major source of ground water. Well yields range from a few gallons per minute to as much as 900 gallons per minute, with average potential yields ranging from about 100 to 200 gallons per minute in areas of greatest saturated thickness. Additional large quantities of water are available for short-term supplies from the saturated basaltic cinders west and northwest of the town of Capulin. Wells completed in the cinders reportedly have produced as much as 2,000 gallons per minute. The chemical quality of water in the alluvium and cinder aquifers appears to be chemically satisfactory for municipal use. The ground water in storage is sufficient to supplement Raton, New Mexico's water needs to the year 2030 at the water demand rate projected by the Bureau of Reclamation. (Woodard-USGS)</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri7979","usgsCitation":"Hart, D., and Smith, C., 1979, Ground water in the vicinity of Capulin, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 79-79, vi, 58 p. , https://doi.org/10.3133/wri7979.","productDescription":"vi, 58 p. ","costCenters":[],"links":[{"id":158915,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"New Mexico","county":"Capulin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -104.0024185180664,\n              36.734757085755014\n            ],\n            [\n              -103.98696899414062,\n              36.734757085755014\n            ],\n            [\n              -103.98696899414062,\n              36.746037132416475\n            ],\n            [\n              -104.0024185180664,\n              36.746037132416475\n            ],\n            [\n              -104.0024185180664,\n              36.734757085755014\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ab0e4b07f02db66d828","contributors":{"authors":[{"text":"Hart, D.L. Jr.","contributorId":49403,"corporation":false,"usgs":true,"family":"Hart","given":"D.L.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":198339,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Smith, Christian","contributorId":95065,"corporation":false,"usgs":true,"family":"Smith","given":"Christian","affiliations":[],"preferred":false,"id":198340,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":26861,"text":"wri7831 - 1979 - Progress report on water resources of the Tulalip Indian Reservation, Washington","interactions":[],"lastModifiedDate":"2012-02-02T00:08:29","indexId":"wri7831","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1979","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":"78-31","title":"Progress report on water resources of the Tulalip Indian Reservation, Washington","docAbstract":"Updated information on the Tulalip Indian Reservation 's resources indicates that the newly developed tribal well field yielded about 100 million gallons of water during August 1975-October 1976. At 16 or 17 streamflow sites, mean annual discharges during the 1976 water year exceeded those of the 1975 water year by a median value of 25 percent. The levels of John Sam, Ross, and Weallup Lakes rose from 0.6 to 1.0 feet during the period October 1974-October 1976; the increase in volume stored in the three lakes was about 14.5 million gallons. The quality of surface water sampled was generally good. Nitrite and total-nitrogen concentrations tended to be greater during periods of high streamflow than during periods of low flow, whereas total-phosphorus concentrations tended to show the opposite relationship. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri7831","usgsCitation":"Drost, B., 1979, Progress report on water resources of the Tulalip Indian Reservation, Washington: U.S. Geological Survey Water-Resources Investigations Report 78-31, vi, 39 p. :ill., map ;28 cm., https://doi.org/10.3133/wri7831.","productDescription":"vi, 39 p. :ill., map ;28 cm.","costCenters":[],"links":[{"id":158142,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64b064","contributors":{"authors":[{"text":"Drost, B. W.","contributorId":38526,"corporation":false,"usgs":true,"family":"Drost","given":"B. W.","affiliations":[],"preferred":false,"id":197140,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
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