{"pageNumber":"556","pageRowStart":"13875","pageSize":"25","recordCount":16448,"records":[{"id":70120213,"text":"70120213 - 1981 - Results of a modeling workshop concerning preservation and protection of wetlands in North Dakota","interactions":[],"lastModifiedDate":"2014-08-13T10:30:00","indexId":"70120213","displayToPublicDate":"1981-01-01T10:04:25","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"Results of a modeling workshop concerning preservation and protection of wetlands in North Dakota","docAbstract":"<p>In a recently signed letter, the Governor of North Dakota and the Assistant Secretary of the Interior for Fish and Wildlife and Parks charged a joint state-federal study group with examination of two separate questions: 1) mitigation for the Garrison Diversion Project; and 2) planning for long-range protection and preservation of fish and wildlife habitat in North Dakota.  The cochair for this study group (the Secretary of the Interior's Field Representative, Denver, Colorado, and the Natural Resources Coordinator for North Dakota) further articulated the charge concerning the second of these two questions to include three steps: 1) development of a general plan for preservation and protection of migratory waterfowl and their associated wetland habitat; 2) a comprehensive analysis of alternative strategies, including opportunities and constraints, for achieving the goals articulated in Step 1; and 3) design of a coordinated state-federal public information program to assist in plan implementation.</p>\n<br/>\n<p>In order to obtain input from a variety of interests, the joint study group initiated step 2 activities with a five-day workshop in Bismarck, N. D.; December 8-12, 1980.  The objectives of the workshop were: 1) to identify alternative strategies for preserving and enhancing waterfowl production habitat in North Dakota; 2) to identify opportunities and constraints associated with those alternatives; and 3) to promote communication and understanding of the implications of those alternatives for all affected parties.  To achieve these objectives, the workshop utilized a group of concepts and techniques collectively known as Adaptive Environmental Assessment (AEA).</p>\n<br/>\n<p>Developed by Dr. C. S. Holling and his co-workers at the University of British Columbia, the AEA process involves planners, managers, scientists, and other interested parties in a structures atmosphere whose focus is the construction and examination of a computerized simulation model of the resource system under consideration.  The modeling process is used to promote communication, identify pertinent issues, identify key data gaps and uncertainties, direct research efforts to fill those gaps, and explore the possible consequences of various management alternatives.</p>\n<br/>\n<p>The workshop, which was facilitated by the AEA Group of the U.S. Fish and Wildlife Service (FWS), was attended by approximately 25 invited participants representing a variety of interests concerned with the wetlands protection issue in North Dakota.  During the week workshop participants conceptualized and constructed a computerized simulation model incorporating many of the hydrologic, agricultural, and wildlife aspects of the wetlands issue.  During the process of constructing this model and examining its behavior, participants identified several interesting alternative strategies that may prove useful in an overall wetland protection program, along with a variety of constraints associated with each.</p>\n<br/>\n<p>Perhaps the most interesting of these alternatives revolve around the idea that there may be a variety of cases in which water can be retained on the land, with concommitant benefits both for wildlife and flood control, without detriment to agricultural productivity.  Examples of this kind of activity include flooding of previously drained Type I wetlands in summer fallow areas, installation of smaller drains in Type I and III wetlands to reduce the rate at which water runs off in the spring, and use of strategically located gates in drainage channels associated with the state highway system to slow runoff and create wetland habitat.</p>\n<br/>\n<p>Several other alternatives discussed at the workshop are related to the notion of using available, uncommitted water supplied to enhance or create wetlands.  Several cases were cited in which more certain water supplies would be useful in increasing waterfowl production or reducing disease problems, especially in dry years.  Water for such purposes might come from a variety of current of proposed water development projects, both large and small scale.</p>\n<br/>\n<p>Finally, the potential for re-establishment of \"unsuccessfully\" drained (i.e., not consistently usable for agricultural purposes) wetlands was discussed at some length.  There are apparently substantial acreages of such wetlands in North Dakota and a program to acquire and rehabilitate them might be of considerable utility.</p>\n<br/>\n<p>The workshop was thus successful in accomplishing its first two objectives--identification of alternative strategies, opportunities, and constraints.  However, it would be naive to suppose that any of the alternatives discussed offers a complete, simple solution to the wetlands issue in North Dakota.  The most important result of the workshop may therefore be that which was accomplished relative to the third objective--promotion of communication and understanding.  It was gratifying and encouraging to see the spirit of communication and cooperation that developed by the end of the workshop.  The fact that representatives of many of the interests concerned with the wetlands issue participated in an open exchange of ideas and information marks an important step forward.  We believe that it is imperative that this cooperative attitude be maintained, and that there are a variety of ways in which this might be accomplished.  Perhaps the simplest would be a small-scale pilot project and research effort to determine the effects of wetland maintenance on summer fallow areas.  Such a research program would provide not only useful information, but an opportunity for many of the affected interests to begin working toward mutually acceptable solutions to the overall wetlands issue.</p>","language":"English","publisher":"U.S. Fish and Wildlife Service, Western Energy and Land Use Team","publisherLocation":"Fort Collins, CO","usgsCitation":"Andrews, A.K., Auble, G.T., Ellison, R.A., Hamilton, D.B., and Roelle, J.E., 1981, Results of a modeling workshop concerning preservation and protection of wetlands in North Dakota, 61 p.","productDescription":"61 p.","numberOfPages":"61","costCenters":[],"links":[{"id":292064,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"North Dakota","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104.05,45.9351 ], [ -104.05,49.0007 ], [ -96.5545,49.0007 ], [ -96.5545,45.9351 ], [ -104.05,45.9351 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53ec7bd1e4b02bf5a767409a","contributors":{"authors":[{"text":"Andrews, Austin K.","contributorId":85516,"corporation":false,"usgs":true,"family":"Andrews","given":"Austin","email":"","middleInitial":"K.","affiliations":[],"preferred":false,"id":498001,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Auble, Gregor T. 0000-0002-0843-2751 aubleg@usgs.gov","orcid":"https://orcid.org/0000-0002-0843-2751","contributorId":2187,"corporation":false,"usgs":true,"family":"Auble","given":"Gregor","email":"aubleg@usgs.gov","middleInitial":"T.","affiliations":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":497998,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ellison, Richard A.","contributorId":19087,"corporation":false,"usgs":true,"family":"Ellison","given":"Richard","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":498000,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Hamilton, David B. hamiltond@usgs.gov","contributorId":193,"corporation":false,"usgs":true,"family":"Hamilton","given":"David","email":"hamiltond@usgs.gov","middleInitial":"B.","affiliations":[],"preferred":true,"id":497997,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Roelle, James E. roelleb@usgs.gov","contributorId":2330,"corporation":false,"usgs":true,"family":"Roelle","given":"James","email":"roelleb@usgs.gov","middleInitial":"E.","affiliations":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"preferred":true,"id":497999,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70176039,"text":"70176039 - 1981 - Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-79","interactions":[],"lastModifiedDate":"2016-08-24T10:28:55","indexId":"70176039","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5177,"text":"Edwards Underground Water District Bulletin","active":true,"publicationSubtype":{"id":2}},"seriesNumber":"39","title":"Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-79","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"Edwards Underground Water District","usgsCitation":"Reeves, R., Maclay, R., Grimm, K.C., and Davis, M., 1981, Compilation of hydrologic data for the Edwards Aquifer, San Antonio area, Texas, 1934-79: Edwards Underground Water District Bulletin 39, 133 p.","productDescription":"133 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":327773,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57c6aeefe4b0f2f0cebe4604","contributors":{"authors":[{"text":"Reeves, R.D.","contributorId":95043,"corporation":false,"usgs":true,"family":"Reeves","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":646884,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Maclay, R.W.","contributorId":72804,"corporation":false,"usgs":true,"family":"Maclay","given":"R.W.","affiliations":[],"preferred":false,"id":646885,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Grimm, K. C.","contributorId":173997,"corporation":false,"usgs":false,"family":"Grimm","given":"K.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":646886,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Davis, M.F.","contributorId":79400,"corporation":false,"usgs":true,"family":"Davis","given":"M.F.","email":"","affiliations":[],"preferred":false,"id":646887,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":70011682,"text":"70011682 - 1981 - Hydromythology and ethnohydrology in the New World","interactions":[],"lastModifiedDate":"2019-12-05T10:18:24","indexId":"70011682","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3722,"text":"Water Resources Research","onlineIssn":"1944-7973","printIssn":"0043-1397","active":true,"publicationSubtype":{"id":10}},"title":"Hydromythology and ethnohydrology in the New World","docAbstract":"<p><span>From mythology, archeology, and chronicles of early explorers we can learn how early Americans viewed the cause and effect relations of hydrologic phenomena. Hopes and fears are the basis of religion, and it was through religion that water management was first practiced. Early people used their water resources to develop diverse civilizations in various parts of the western hemisphere. Not only was the rise of these earlier civilizations hydrologically influenced, but also the downfall of some was related to natural or man-made hydrological crises in which gods and mythology continued to play a role.</span></p>","language":"English","publisher":"American Geophysical Union","doi":"10.1029/WR017i002p00257","issn":"00431397","usgsCitation":"Back, W., 1981, Hydromythology and ethnohydrology in the New World: Water Resources Research, v. 17, no. 2, p. 257-287, https://doi.org/10.1029/WR017i002p00257.","productDescription":"31 p.","startPage":"257","endPage":"287","costCenters":[],"links":[{"id":220924,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"otherGeospatial":"North America, South America","volume":"17","issue":"2","noUsgsAuthors":false,"publicationDate":"2010-07-09","publicationStatus":"PW","scienceBaseUri":"505a3789e4b0c8380cd60f51","contributors":{"authors":[{"text":"Back, William","contributorId":59007,"corporation":false,"usgs":true,"family":"Back","given":"William","email":"","affiliations":[],"preferred":false,"id":361707,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011902,"text":"70011902 - 1981 - Hydrologic testing of tight zones in southeastern New Mexico","interactions":[],"lastModifiedDate":"2024-03-22T00:03:54.00433","indexId":"70011902","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Hydrologic testing of tight zones in southeastern New Mexico","docAbstract":"<div class=\"abstract-group \"><div class=\"article-section__content en main\"><p>Increased attention is being directed toward the investigation of tight zones in relation to the storage and disposal of hazardous wastes. Shut-in tests, slug tests, and pressure-slug tests are being used at the proposed Waste Isolation Pilot Plant site, located in southeastern New Mexico, to evaluate the fluid-transmitting properties of several zones above the proposed repository zone. Apparatus used to conduct these tests includes a pressure-transducer system connected to a recording device at the land surface. All three testing methods were used in various combinations to obtain values for the hydraulic properties of the test zones. Multiple testing on the same zone produced similar results. Transmissivities determined by these tests range from 0.00001 to 10 feet squared per day (.000001 to 1 meter squared per day).</p></div></div>","language":"English","publisher":"National Groundwater Association","doi":"10.1111/j.1745-6584.1981.tb03498.x","issn":"0017467X","usgsCitation":"Dennehy, K., and Davis, P.A., 1981, Hydrologic testing of tight zones in southeastern New Mexico: Groundwater, v. 19, no. 5, p. 482-489, https://doi.org/10.1111/j.1745-6584.1981.tb03498.x.","productDescription":"8 p.","startPage":"482","endPage":"489","numberOfPages":"8","costCenters":[],"links":[{"id":221479,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"19","issue":"5","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","scienceBaseUri":"505a3690e4b0c8380cd607fd","contributors":{"authors":[{"text":"Dennehy, K.F.","contributorId":41841,"corporation":false,"usgs":true,"family":"Dennehy","given":"K.F.","affiliations":[],"preferred":false,"id":362248,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davis, P. A.","contributorId":74021,"corporation":false,"usgs":true,"family":"Davis","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":362249,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70012080,"text":"70012080 - 1981 - A transient laboratory method for determining the hydraulic properties of 'tight' rocks-II. Application","interactions":[],"lastModifiedDate":"2020-01-26T10:00:59","indexId":"70012080","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2071,"text":"International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts","active":true,"publicationSubtype":{"id":10}},"title":"A transient laboratory method for determining the hydraulic properties of 'tight' rocks-II. Application","docAbstract":"<p>In Part I a general analytical solution for the transient pulse test was presented. Part II presents a graphical method for analyzing data from a test to obtain the hydraulic properties of the sample. The general solution depends on both hydraulic conductivity and specific storage and, in theory, analysis of the data can provide values for both of these hydraulic properties. However, in practice, one of two limiting cases may apply in which case it is possible to calculate only hydraulic conductivity or the product of hydraulic conductivity times specific storage. In this paper we examine the conditions when both hydraulic parameters can be calculated. The analyses of data from two tests are presented. In Appendix I the general solution presented in Part I is compared with an earlier analysis, in which compressive storage in the sample is assumed negligible, and the error in calculated hydraulic conductivity due to this simplifying assumption is examined.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0148-9062(81)90980-3","issn":"01489062","usgsCitation":"Neuzil, C., Cooley, C., Silliman, S.E., Bredehoeft, J., and Hsieh, P.A., 1981, A transient laboratory method for determining the hydraulic properties of 'tight' rocks-II. Application: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, v. 18, no. 3, p. 253-258, https://doi.org/10.1016/0148-9062(81)90980-3.","productDescription":"6 p.","startPage":"253","endPage":"258","numberOfPages":"6","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":222576,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"18","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e604e4b0c8380cd470db","contributors":{"authors":[{"text":"Neuzil, C. E. 0000-0003-2022-4055","orcid":"https://orcid.org/0000-0003-2022-4055","contributorId":81078,"corporation":false,"usgs":true,"family":"Neuzil","given":"C. E.","affiliations":[],"preferred":false,"id":362681,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Cooley, C.","contributorId":53091,"corporation":false,"usgs":true,"family":"Cooley","given":"C.","email":"","affiliations":[],"preferred":false,"id":362679,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Silliman, Stephen E.","contributorId":72130,"corporation":false,"usgs":false,"family":"Silliman","given":"Stephen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":362680,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":362677,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Hsieh, P. A.","contributorId":40596,"corporation":false,"usgs":true,"family":"Hsieh","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":362678,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70012124,"text":"70012124 - 1981 - Chemical constraints of groundwater management in the Yucatan peninsula, Mexico","interactions":[],"lastModifiedDate":"2019-12-06T07:03:57","indexId":"70012124","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Chemical constraints of groundwater management in the Yucatan peninsula, Mexico","docAbstract":"<div id=\"abstracts\" class=\"Abstracts u-font-serif\"><div id=\"aep-abstract-id4\" class=\"abstract author\"><div id=\"aep-abstract-sec-id5\"><p>Two critical objectives of water management in the Yucatan are: (1) to develop regional groundwater supplies for an expanding population and tourism based on the Mayan archeological sites and excellent beaches; and (2) to control groundwater pollution in a chemically sensitive system made vulnerable by geologic conditions.</p><p>The Yucatan peninsula is a coastal plain underlain by permeable limestone and has an annual rainfall of more than 1000 mm. Such a setting should provide abundant supplies of water; however, factors of climate and hydrogeology have combined to form a hydrologic system with chemical boundaries that decrease the amount of available fresh water.</p><p>Management of water resources has long had a major influence on the cultural and economic development of the Yucatan. The Mayan culture of the northern Yucatan developed by extensive use of groundwater. The religion was water-oriented and the Mayan priests prayed to Chac, the water god, for assistance in water management primarily to decrease the severity of droughts. The Spaniards arrived in 1517 and augmented the supplies by digging wells, which remained the common practice for more than 300 years. Many wells now have been abandoned because of serious problems of pollution resulting from the use of a sewage disposal well adjacent to each supply well.</p><p>The modern phase of water management began in 1959 when the Secretaría de Recursos Hidráulicos (S.R.H.) was charged with the responsibility for both scientific investigations and development programmes for water-supply and sewage-disposal systems for cities, villages and islands.</p></div></div></div>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(81)90121-9","issn":"00221694","usgsCitation":"Back, W., and Lesser, J., 1981, Chemical constraints of groundwater management in the Yucatan peninsula, Mexico: Journal of Hydrology, v. 51, no. 1-4, p. 119-130, https://doi.org/10.1016/0022-1694(81)90121-9.","productDescription":"12 p. ","startPage":"119","endPage":"130","numberOfPages":"12","costCenters":[],"links":[{"id":222183,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"Mexico ","otherGeospatial":"Yucatan peninsula","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -91.62597656249999,\n              18.114529138838503\n            ],\n            [\n              -86.429443359375,\n              18.114529138838503\n            ],\n            [\n              -86.429443359375,\n              22.471954507739227\n            ],\n            [\n              -91.62597656249999,\n              22.471954507739227\n            ],\n            [\n              -91.62597656249999,\n              18.114529138838503\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"51","issue":"1-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059f56fe4b0c8380cd4c212","contributors":{"authors":[{"text":"Back, W.","contributorId":33839,"corporation":false,"usgs":true,"family":"Back","given":"W.","email":"","affiliations":[],"preferred":false,"id":362782,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lesser, J.M.","contributorId":49521,"corporation":false,"usgs":true,"family":"Lesser","given":"J.M.","email":"","affiliations":[],"preferred":false,"id":362783,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70169265,"text":"70169265 - 1981 - Two examples of seismic zonation in the San Francisco Bay region","interactions":[],"lastModifiedDate":"2018-06-12T12:45:13","indexId":"70169265","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1435,"text":"Earthquake Information Bulletin (USGS)","active":true,"publicationSubtype":{"id":10}},"title":"Two examples of seismic zonation in the San Francisco Bay region","docAbstract":"<p>The science of earthquakes in complex, requiring data and research in seismology, geology, soil mechanics, geophysics, hydrology, and engineering. Nevertheless, if earthquake hazards are to be reduced, earth science information must be translated from scientific and technical language into a form that can be effectively used by planners and decisionmakers.</p>\n<p>Out of the need to use earth science information in local and regional planning and decisionmaking came an experimental program-the San Francisco Bay Region Environment and Resources Planning Study. the study, begun in 1970, was jointly supported by the U.S Geological Survey and the U.S Department of Housing and Urban Development. The Association of Bay Area Governments and the planning firm of William Spangle and Associates, Inc., participated in the study and provided a liaison and communication link with other regional agencies and with local governments.</p>\n<p>Since 1975, the composition of the core group within the U.S Geological Survey concerned with seismic zonation has evolved to include seismoloists and engineers concerned with probabilistic approaches to earthquake damage and a planner to assist in the information transfer from scientists and engineers to city, county, and regional planning staffs.</p>\n<p>Three events have encouraged communities to attempt seismic zonation: passage of the Alquist Priolo Act by the California Legislature requiring special studies in zones encompassing potentially and recently active faults, preparation and adoption of seismic safety plan elements by cities and counties as required by California statute, and further development of a seismic zonation method. The method has four steps: postulating an earthquake of a given size and location; grouping geological materials with similar physical properties; predicting effects of the postulated earthquakes for each geologic unit by type of hazard of failure, namely surface rupture, ground shaking, flooding, liquefaction potential, and landsliding; and combining geologic effects by zones on the map (fig. 1).</p>\n<p>Examples of seismic zonation at various scales by cities and counties in the San Francisco Bay region show that scientific information can be used effectively in avoiding earthquake hazards and mitigating damage. Six examples were presented at the Second International Conference on Microzonation in 1978 and reprinted in a Survey Circular on the progress on seismic zonation.</p>\n<p>The method has been used in California by the cities of Mountain View, Novator, and San Francisco and the counties of Marin, Santa Clara, and San Mateo to develop zones which were used as a basis for their general plans, seismic safety plans, development policies or odrinances. Two of these examples, a city and a county, are described here.&nbsp;</p>\n<p>&nbsp;</p>","language":"English","publisher":"U.S Geological Survey","publisherLocation":"Reston, VA","usgsCitation":"Kockelman, W., and Brabb, E.E., 1981, Two examples of seismic zonation in the San Francisco Bay region: Earthquake Information Bulletin (USGS), v. 13, no. 3, p. 80-84.","productDescription":"5 p.","startPage":"80","endPage":"84","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":312,"text":"Geology, Minerals, Energy, and Geophysics Science Center","active":true,"usgs":true}],"links":[{"id":319246,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"San Francisco Bay area","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -123.17321777343749,\n              38.496593518947556\n            ],\n            [\n              -121.651611328125,\n              38.59970036588819\n            ],\n            [\n              -121.0089111328125,\n              37.112145754751516\n            ],\n            [\n              -121.90979003906249,\n              36.87522650673951\n            ],\n            [\n              -122.0745849609375,\n              36.81368259124586\n            ],\n            [\n              -123.255615234375,\n              38.47079371120379\n            ],\n            [\n              -123.17321777343749,\n              38.496593518947556\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"13","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"56f3be56e4b0f59b85e02f5f","contributors":{"authors":[{"text":"Kockelman, W. J.","contributorId":55427,"corporation":false,"usgs":true,"family":"Kockelman","given":"W. J.","affiliations":[],"preferred":false,"id":623414,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Brabb, E. E.","contributorId":43780,"corporation":false,"usgs":true,"family":"Brabb","given":"E.","middleInitial":"E.","affiliations":[],"preferred":false,"id":623415,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":70010353,"text":"70010353 - 1981 - Role of solute-transport models in the analysis of groundwater salinity problems in agricultural areas","interactions":[],"lastModifiedDate":"2020-01-26T10:08:17","indexId":"70010353","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":680,"text":"Agricultural Water Management","active":true,"publicationSubtype":{"id":10}},"title":"Role of solute-transport models in the analysis of groundwater salinity problems in agricultural areas","docAbstract":"<p>Undesirable salinity increases occur in both groundwater and surface water and are commonly related to agricultural practices. Groundwater recharge from precipitation or irrigation will transport and disperse residual salts concentrated by evapotranspiration, salts leached from soil and aquifer materials, as well as some dissolved fertilizers and pesticides. Where stream salinity is affected by agricultural practices, the increases in salt load usually are attributable mostly to a groundwater component of flow. Thus, efforts to predict, manage, or control stream salinity increases should consider the role of groundwater in salt transport. Two examples of groundwater salinity problems in Colorado, U.S.A., illustrate that a model which simulates accurately the transport and dispersion of solutes in flowing groundwater can be (1) a valuable investigative tool to help understand the processes and parameters controlling the movement and fate of the salt, and (2) a valuable management tool for predicting responses and optimizing the development and use of the total water resource.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0378-3774(81)90050-0","issn":"03783774","usgsCitation":"Konikow, L.F., 1981, Role of solute-transport models in the analysis of groundwater salinity problems in agricultural areas: Agricultural Water Management, v. 4, no. 1-3, p. 187-205, https://doi.org/10.1016/0378-3774(81)90050-0.","productDescription":"19 p.","startPage":"187","endPage":"205","numberOfPages":"19","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":219369,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -109.16015624999999,\n              37.055177106660814\n            ],\n            [\n              -101.9970703125,\n              37.055177106660814\n            ],\n            [\n              -101.9970703125,\n              41.11246878918088\n            ],\n            [\n              -109.16015624999999,\n              41.11246878918088\n            ],\n            [\n              -109.16015624999999,\n              37.055177106660814\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","volume":"4","issue":"1-3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505aae6de4b0c8380cd870c8","contributors":{"authors":[{"text":"Konikow, Leonard F. 0000-0002-0940-3856 lkonikow@usgs.gov","orcid":"https://orcid.org/0000-0002-0940-3856","contributorId":158,"corporation":false,"usgs":true,"family":"Konikow","given":"Leonard","email":"lkonikow@usgs.gov","middleInitial":"F.","affiliations":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true}],"preferred":true,"id":358700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":1007486,"text":"1007486 - 1981 - Impacts and management of steepland erosion: A review","interactions":[],"lastModifiedDate":"2018-03-21T14:53:38","indexId":"1007486","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Impacts and management of steepland erosion: A review","largerWorkType":{"id":2,"text":"Article"},"largerWorkTitle":"Journal of Hydrology","largerWorkSubtype":{"id":10,"text":"Journal Article"},"language":"English","usgsCitation":"Madej, M.A., 1981, Impacts and management of steepland erosion: A review: Journal of Hydrology, v. 20, no. 1, p. 108-111.","productDescription":"p. 108-111","startPage":"108","endPage":"111","numberOfPages":"4","costCenters":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"links":[{"id":129759,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"20","issue":"1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac9e4b07f02db67c3c0","contributors":{"authors":[{"text":"Madej, Mary Ann 0000-0003-2831-3773 mary_ann_madej@usgs.gov","orcid":"https://orcid.org/0000-0003-2831-3773","contributorId":40304,"corporation":false,"usgs":true,"family":"Madej","given":"Mary","email":"mary_ann_madej@usgs.gov","middleInitial":"Ann","affiliations":[{"id":651,"text":"Western Ecological Research Center","active":true,"usgs":true}],"preferred":true,"id":315453,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70011735,"text":"70011735 - 1981 - Dissolution of salt on the east flank of the Permian Basin in the southwestern U.S.A.","interactions":[],"lastModifiedDate":"2025-04-10T23:14:00.947333","indexId":"70011735","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"Dissolution of salt on the east flank of the Permian Basin in the southwestern U.S.A.","docAbstract":"<p><span>Hydrogeologic studies prove that natural dissolution of bedded salt occurs at shallow depths in many parts of the Permian Basin of the southwestern U.S.A. This is especially well-documented on the east side of the basin in study areas on the Cimarron River and Elm Fork in western Oklahoma, and on the Red River in the southeastern part of the Texas Panhandle. Four requirements for salt dissolution are: (1) a deposit of salt; (2) a supply of water unsaturated with respect to NaCl; (3) an outlet for removal of brine; and (4) energy to cause water to flow through the system. The supply of fresh groundwater in the region is recharged through permeable rocks, alluvium, terrace deposits, karstic features and fractures. Groundwater dissolves salt at depths of 10–250 m, and the resulting brine moves laterally and upward under hydrostatic pressure through caverns, fractures in disrupted rock, and clastic or carbonate aquifers until it reaches the land surface, where it forms salt plains and salt springs. In many areas, salt dissolution produces a self-perpetuating cycle: dissolution causes cavern development, followed by collapse and subsidence of overlying rock; then the resulting disrupted rock has a greater vertical permeability that allows increased water percolation and additional salt dissolution.</span></p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(81)90153-0","issn":"00221694","usgsCitation":"Johnson, K., 1981, Dissolution of salt on the east flank of the Permian Basin in the southwestern U.S.A.: Journal of Hydrology, v. 54, no. 1-3, p. 75-93, https://doi.org/10.1016/0022-1694(81)90153-0.","productDescription":"19 p.","startPage":"75","endPage":"93","costCenters":[],"links":[{"id":220719,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Colorado, Kansas, New Mexico, Oklahoma, Texas","otherGeospatial":"southwestern United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -103.8513673632736,\n              38.26164000698401\n            ],\n            [\n              -103.8513673632736,\n              32.766938120268534\n            ],\n            [\n              -97.49745337848722,\n              32.766938120268534\n            ],\n            [\n              -97.49745337848722,\n              38.26164000698401\n            ],\n            [\n              -103.8513673632736,\n              38.26164000698401\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","volume":"54","issue":"1-3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505a0230e4b0c8380cd4ff2a","contributors":{"authors":[{"text":"Johnson, K.S.","contributorId":24385,"corporation":false,"usgs":true,"family":"Johnson","given":"K.S.","email":"","affiliations":[],"preferred":false,"id":361837,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":70012095,"text":"70012095 - 1981 - A transient laboratory method for determining the hydraulic properties of 'tight' rocks-I. Theory","interactions":[],"lastModifiedDate":"2020-03-09T19:57:17","indexId":"70012095","displayToPublicDate":"1981-01-01T00:00:00","publicationYear":"1981","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2071,"text":"International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts","active":true,"publicationSubtype":{"id":10}},"title":"A transient laboratory method for determining the hydraulic properties of 'tight' rocks-I. Theory","docAbstract":"<p>Transient pulse testing has been employed increasingly in the laboratory to measure the hydraulic properties of rock samples with low permeability. Several investigators have proposed a mathematical model in terms of an initial-boundary value problem to describe fluid flow in a transient pulse test. However, the solution of this problem has not been available. In analyzing data from the transient pulse test, previous investigators have either employed analytical solutions that are derived with the use of additional, restrictive assumptions, or have resorted to numerical methods. In Part I of this paper, a general, analytical solution for the transient pulse test is presented. This solution is graphically illustrated by plots of dimensionless variables for several cases of interest. The solution is shown to contain, as limiting cases, the more restrictive analytical solutions that the previous investigators have derived. A method of computing both the permeability and specific storage of the test sample from experimental data will be presented in Part II.&nbsp;</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0148-9062(81)90979-7","issn":"01489062","usgsCitation":"Hsieh, P.A., Tracy, J., Neuzil, C., Bredehoeft, J., and Silliman, S.E., 1981, A transient laboratory method for determining the hydraulic properties of 'tight' rocks-I. Theory: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, v. 18, no. 3, p. 245-252, https://doi.org/10.1016/0148-9062(81)90979-7.","productDescription":"8 p.","startPage":"245","endPage":"252","numberOfPages":"8","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":222764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":265947,"type":{"id":10,"text":"Digital Object Identifier"},"url":"https://dx.doi.org/10.1016/0148-9062(81)90979-7"}],"volume":"18","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e604e4b0c8380cd470d8","contributors":{"authors":[{"text":"Hsieh, P. A.","contributorId":40596,"corporation":false,"usgs":true,"family":"Hsieh","given":"P.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":362716,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Tracy, J.V.","contributorId":56647,"corporation":false,"usgs":true,"family":"Tracy","given":"J.V.","email":"","affiliations":[],"preferred":false,"id":362717,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Neuzil, C. E. 0000-0003-2022-4055","orcid":"https://orcid.org/0000-0003-2022-4055","contributorId":81078,"corporation":false,"usgs":true,"family":"Neuzil","given":"C. E.","affiliations":[],"preferred":false,"id":362719,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Bredehoeft, J.D.","contributorId":12836,"corporation":false,"usgs":true,"family":"Bredehoeft","given":"J.D.","affiliations":[],"preferred":false,"id":362715,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Silliman, Stephen E.","contributorId":72130,"corporation":false,"usgs":false,"family":"Silliman","given":"Stephen","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":362718,"contributorType":{"id":1,"text":"Authors"},"rank":5}]}}
,{"id":70179890,"text":"70179890 - 1980 - Bibliography of U.S. Geological Survey water-resources reports for Utah","interactions":[],"lastModifiedDate":"2017-01-19T16:21:02","indexId":"70179890","displayToPublicDate":"2016-12-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":5270,"text":"Utah Division of Water Rights Information Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"27","title":"Bibliography of U.S. Geological Survey water-resources reports for Utah","docAbstract":"<p>This bibliography contains a complete listing to June 30, 1980, of reports relating to the water resources of Utah prepared by personnel of the U.S. Geological Survey. Discussions of the related subjects of geology, hydrology, and chemical quality of the water are included in many of the reports. The reports were, for the most part, prepared by personnel assigned to the Water Resources Division, Utah District, in cooperation with State and local agencies.</p>","language":"English","publisher":"Utah Department of Natural Resources","publisherLocation":"Salt Lake City, UT","usgsCitation":"1980, Bibliography of U.S. Geological Survey water-resources reports for Utah: Utah Division of Water Rights Information Bulletin 27, 75 p.","productDescription":"75 p.","numberOfPages":"76","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":333490,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"},{"id":333486,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://www.waterrights.utah.gov/cgi-bin/libview.exe?Modinfo=Viewpub&LIBNUM=21-4-530"}],"country":"United States","state":"Utah","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5881def9e4b01192927d9fef","contributors":{"compilers":[{"text":"LaPray, Barbara A.","contributorId":178483,"corporation":false,"usgs":false,"family":"LaPray","given":"Barbara","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":659122,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Hamblin, Linda S.","contributorId":52202,"corporation":false,"usgs":true,"family":"Hamblin","given":"Linda","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":659123,"contributorType":{"id":3,"text":"Compilers"},"rank":2}]}}
,{"id":70039475,"text":"70039475 - 1980 - Water resources thesaurus: A vocabulary for indexing and retrieving the literature of water resources research and development","interactions":[],"lastModifiedDate":"2012-08-08T01:02:14","indexId":"70039475","displayToPublicDate":"2012-01-01T11:24:43","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":371,"text":"Monograph","active":false,"publicationSubtype":{"id":6}},"title":"Water resources thesaurus: A vocabulary for indexing and retrieving the literature of water resources research and development","docAbstract":"This <i>Water Resources Thesaurus</i> encompasses such broad research areas as the hydrologic cycle, supply of and demand for water, conservation and best use of available supplies of water, methods of increasing supplies, and the economic, legal, social, engineering, recreational, biological, geographical, ecological, and qualitative aspects of water resources. This volume represents a major revision of the previous edition of the Thesaurus, published in 1971. The principal source of terms for this edition has been the indexing used in <i>Selected Water Resources Abstracts</i> (SWRA). Since its inception in 1968, SWRA has indexed tens of thousands of publications. Its indexing terminology has been developed by expert abstracters and researchers, and represents the range of disciplines related to research, development, and management of water resources.","language":"English","publisher":"Department of the Interior Office of Water Research and Technology","publisherLocation":"Washington, D.C.","doi":"10.3133/70039475","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water resources thesaurus: A vocabulary for indexing and retrieving the literature of water resources research and development (3rd): Monograph, viii, 125 p., https://doi.org/10.3133/70039475.","productDescription":"viii, 125 p.","numberOfPages":"137","costCenters":[{"id":504,"text":"Office of Water Research and Technology","active":false,"usgs":true}],"links":[{"id":261608,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70039475/report.pdf"},{"id":261609,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70039475/report-thumb.jpg"}],"edition":"3rd","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"505bcc6de4b08c986b32db2f","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":535322,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":98347,"text":"wri801109 - 1980 - Hydrologic and land-cover features of the Loxahatchee River Basin, Florida","interactions":[],"lastModifiedDate":"2012-11-15T13:01:28","indexId":"wri801109","displayToPublicDate":"2010-04-28T00:00:00","publicationYear":"1980","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":"80-1109","title":"Hydrologic and land-cover features of the Loxahatchee River Basin, Florida","docAbstract":"This map report represents the first published product of the Loxahatchee River estuary assessment, and primarily fulfills the first objective as outlined in the report. It presents an overview of the major physical features of the basin and presents selected information on the U.S. Geological Survey assessment. The report includes a photomosaic map with the names of major tributaries, the location of selected U.S. Geological Survey stations, basin and subbasin boundaries, and direction of surface-water flow. The scale of the map (1 inch = 1 mile) allows a synoptic view with adequate detail of physical features. The report also includes information on the types of soil and land use in the basinand on characteristics of the estuary. The map report provides a work base for future interpretive reports.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri801109","collaboration":"Prepared in cooperation with the Florida Department of Environmental Regulation, South Florida Water Management District, Palm Beach County, Jupiter Inlet District, Loxahatchee River Environmental Control District, Town of Jupiter, Village of Tequesta, Jupiter Inlet Colony, U.S. Army Corps of Engineers","usgsCitation":"McPherson, B.F., and Sabanskas, M., 1980, Hydrologic and land-cover features of the Loxahatchee River Basin, Florida (WRI/OFR): U.S. Geological Survey Water-Resources Investigations Report 80-1109, https://doi.org/10.3133/wri801109.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":125897,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_80_1109.jpg"},{"id":13596,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri80-1109/","linkFileType":{"id":5,"text":"html"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db611827","contributors":{"authors":[{"text":"McPherson, Benjamin F.","contributorId":17965,"corporation":false,"usgs":true,"family":"McPherson","given":"Benjamin","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":305050,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sabanskas, Maryann","contributorId":31455,"corporation":false,"usgs":true,"family":"Sabanskas","given":"Maryann","email":"","affiliations":[],"preferred":false,"id":305051,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48518,"text":"ofr80744 - 1980 - Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1978","interactions":[],"lastModifiedDate":"2024-11-14T19:26:45.618066","indexId":"ofr80744","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-744","title":"Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1978","docAbstract":"<p>The collection of hydrologic data by the U.S. Geological Survey in the Mountain Creek watershed began on March 9, 1925, with the establishment of a stream-gaging station located about 2.5 miles upstream from the present site of Mountain Creek Lake Dam. The stream-gaging station was discontinued on July 5, 1933. Daily streamflow records obtained at this site are published in the annual series of Geological Survey water supply papers beginning in 1925. Monthly and yearly summaries are published in Water-Supply Paper 1312.</p><p>In October 1960, the Geological Survey resumed collection of hydrologic data in the Mountain Creek watershed by establishing three stream gaging stations and one reservoir-content station. The data-collection sites are on Mountain Creek near Cedar Hill (station 08049600), Walnut Creek near Mansfield (station 08049700), Mountain Creek at Grand Prairie (station 08050100), and Mountain Creek Lake near Grand Prairie (station 08050050; fig. 1). In October 1970, the Geological Survey assumed operation of the stage station Mountain Creek near Duncanville (station 08049900; fig. 1). Since 1974 water-quality data has been collected at varying periodic intervals at the sites near Cedar Hill, near Duncanville, and Mountain Creek Lake since 1969. These water-quality data collection stations are shown on figure 1.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80744","collaboration":"Prepared in cooperation with the Dallas Power and Light Company and the Texas Department of Water Resources","usgsCitation":"Carillo, E., 1980, Hydrologic data for Mountain Creek, Trinity River basin, Texas, 1978: U.S. Geological Survey Open-File Report 80-744, 20 p., https://doi.org/10.3133/ofr80744.","productDescription":"20 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":161868,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0744/report-thumb.jpg"},{"id":464034,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0744/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","otherGeospatial":"Mountain Creek, Trinity River Basin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"coordinates\": [\n          [\n            [\n              -98.92013935995617,\n              34.095127695693975\n            ],\n            [\n              -98.92013935995617,\n              28.359538946339214\n            ],\n            [\n              -93.90002460114881,\n              28.359538946339214\n            ],\n            [\n              -93.90002460114881,\n              34.095127695693975\n            ],\n            [\n              -98.92013935995617,\n              34.095127695693975\n            ]\n          ]\n        ],\n        \"type\": \"Polygon\"\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ec83","contributors":{"authors":[{"text":"Carillo, E.R.","contributorId":65127,"corporation":false,"usgs":true,"family":"Carillo","given":"E.R.","email":"","affiliations":[],"preferred":false,"id":237668,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":59538,"text":"mf1233 - 1980 - Maps showing geologic and hydrologic factors affecting land-use planning in Fairfax County, Virginia","interactions":[],"lastModifiedDate":"2019-11-18T09:25:49","indexId":"mf1233","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":325,"text":"Miscellaneous Field Studies Map","code":"MF","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1233","title":"Maps showing geologic and hydrologic factors affecting land-use planning in Fairfax County, Virginia","docAbstract":"<p>No abstract available.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/mf1233","usgsCitation":"Froelich, A., 1980, Maps showing geologic and hydrologic factors affecting land-use planning in Fairfax County, Virginia: U.S. Geological Survey Miscellaneous 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,{"id":48606,"text":"ofr801184 - 1980 - Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978","interactions":[],"lastModifiedDate":"2017-06-14T11:34:35","indexId":"ofr801184","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1184","title":"Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978","docAbstract":"<p>This report contains rainfall and runoff data collected during the 1978 water year for drainage basins in the Houston, Tex., metropolitan area. The information will be useful in determining the extent to which progressive urbanization will affect the yield and mode of occurrence of storm runoff. Rainfall-runoff computations are presented for three storm periods during the 1978 water year. (USGS)</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr801184","usgsCitation":"Hutchison, J., and Weigel, J.F., 1980, Hydrologic data for urban studies in the Houston, Texas, metropolitan area, 1978: U.S. Geological Survey Open-File Report 80-1184, 184 p., https://doi.org/10.3133/ofr801184.","productDescription":"184 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":173733,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Texas","city":"Houston","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -95.36819458007811,\n              30.039377605001338\n    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J.S.","contributorId":104558,"corporation":false,"usgs":true,"family":"Hutchison","given":"J.S.","email":"","affiliations":[],"preferred":false,"id":237851,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Weigel, J. F.","contributorId":74394,"corporation":false,"usgs":true,"family":"Weigel","given":"J.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":237850,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48620,"text":"ofr801292 - 1980 - Summary of hydrologic data for the East Everglades, Dade County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:39","indexId":"ofr801292","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1292","title":"Summary of hydrologic data for the East Everglades, Dade County, Florida","docAbstract":"The East Everglades area in south-central Dade County, Fla., occupies approximately 240 square miles. The area is flat and low lying with elevations ranging from sea level in the southeast part to 10 feet at Chekika Hammock with an average elevation of about 6 feet. Rainfall in the area averages 57.9 inches a year with about 80% of the total falling during the May to October wet season. There is some residential development and farming in the east-central part of the area where land elevations are slightly higher. Pressure by agricultural, commerical, and housing interests to develop the area is increasing. Historically, most of the area was flooded for extended periods of time. The construction of canals, levees, and controls has lowered the average water levels of the area. This has reduced the extent and decreased the time of flooding. Long-term hydrographs show graphically the effects that the water control works have had on the hydrologic system. The change in discharge into the north end of the East Everglades through the Tamiami Canal outlets, Levees 30 to 67A, due to construction is very pronounced. Maps showing the altitude of the water table for wet and dry periods indicate that Levee 67 Extended Canal greatly influences the water levels and shape of the water-table contours in the northwestern part of the East Everglades. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801292","usgsCitation":"Schneider, J.J., and Waller, B.G., 1980, Summary of hydrologic data for the East Everglades, Dade County, Florida: U.S. Geological Survey Open-File Report 80-1292, 1 v., 89 p. : ill., maps ; 28 cm., https://doi.org/10.3133/ofr801292.","productDescription":"1 v., 89 p. : ill., maps ; 28 cm.","costCenters":[],"links":[{"id":173234,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b03e4b07f02db698dd8","contributors":{"authors":[{"text":"Schneider, James J.","contributorId":22356,"corporation":false,"usgs":true,"family":"Schneider","given":"James","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237870,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Waller, Bradley G.","contributorId":83492,"corporation":false,"usgs":true,"family":"Waller","given":"Bradley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":237871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":48632,"text":"ofr802044 - 1980 - Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin","interactions":[],"lastModifiedDate":"2016-08-09T13:17:35","indexId":"ofr802044","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-2044","title":"Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin","docAbstract":"<p>The U.S. Department of Energy is considering the feasibility of using salt domes in the northeast Texas salt-dome basin as repositories for radioactive wastes that may require complete confinement for as much as 250,000 years. Four of fourteen known shallow piercement salt domes within the basin--Keechi, Mount Sylvan, Oakwood, and Palestine Salt Domes&mdash;have been selected as candidate domes for further study and possible selection as storage sites.</p>\n<p>The salt within these domes has penetrated as much as 20,000 feet of Mesozoic and Cenozoic strata, and presently .extends to within 120 to 800 feet of the land surface. The salt penetrates or closely underlies major freshwater and salinewater aquifers within the basin. To provide a safe repository for radioactive wastes within one or more of these domes, a thorough understanding of the geohydrology needs to be obtained, and the hydrologic stability of the domes needs to be established for the expected life of the storage facility.</p>\n<p>Dissolution may exist at all four candidate salt domes, possibly through contact with Cretaceous or Tertiary aquifers, or through fault systems in the vicinity of the domes. Strata overlying and surrounding Palestine and Keechi Salt Domes have been arched into steeply-dipping folds that are complexly faulted. Similar conditions exist at Oakwood and Mount Sylvan Domes, except that the Tertiary strata have been only moderately disturbed.</p>\n<p>Cap rock, which is generally accepted to be an indication of salt dissolution, is present in varying amounts over all four domes. Salinewater has been reported at the surface at all candidate domes except Oakwood, but only two water wells near the domes yield water containing possible anomalous concentrations of dissolved chloride--one at Keechi and one at Oakwood. Possible subsurface plumes of salinewater, which are indications of instability, exist at all four domes.</p>\n<p>Additional problems concerning the hydrologic stability of Oakwood and Palestine Salt Domes have resulted from the disposal of oil-field salinewater in the cap rock at the Oakwood Dome and previous solution mining of salt at the Palestine Dome Additional investigations are needed to determine if a selected dome is hydrologically stable. Needed investigations include: (1) A more complete comparative analysis of the regional and local geohydrologic system; (2) a site-specific drilling and sampling program to analyze the cap rock-aquifer boundary, sediment distribution, hydraulic-parameter variations, hydraulic-head relationships, and hydrochemical patterns; and (3) mass-transport computer modeling of ground-water flow at the domes.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr802044","usgsCitation":"Carr, J.E., Halasz, S.J., and Peters, H.B., 1980, Geohydrology of the Keechi, Mount Sylvan, Oakwood, and Palestine salt domes in the northeast Texas salt-dome basin: U.S. Geological Survey Open-File Report 80-2044, Report: iv, 39 p.; 17 Plates, https://doi.org/10.3133/ofr802044.","productDescription":"Report: iv, 39 p.; 17 Plates","numberOfPages":"43","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":171965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/2044/report-thumb.jpg"},{"id":85455,"rank":411,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-12.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85456,"rank":412,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-13.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85457,"rank":413,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-14.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85458,"rank":414,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-15.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85459,"rank":415,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-16.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85461,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/2044/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85444,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-01.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85445,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-02.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85446,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-03.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85460,"rank":416,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-17.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85447,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-04.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85448,"rank":404,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-05.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85449,"rank":405,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-06.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85450,"rank":406,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-07.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85451,"rank":407,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-08.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85452,"rank":408,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-09.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85453,"rank":409,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-10.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":85454,"rank":410,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/2044/plate-11.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8944","contributors":{"authors":[{"text":"Carr, Jerry E.","contributorId":47758,"corporation":false,"usgs":true,"family":"Carr","given":"Jerry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":237898,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Halasz, Stephen J.","contributorId":24015,"corporation":false,"usgs":true,"family":"Halasz","given":"Stephen","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":237897,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Peters, Henry B.","contributorId":72854,"corporation":false,"usgs":true,"family":"Peters","given":"Henry","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":237899,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":17489,"text":"ofr80435 - 1980 - Planning and design of studies for river-quality assessment in the Truckee and Carson River basins, California and Nevada","interactions":[],"lastModifiedDate":"2019-06-28T15:39:31","indexId":"ofr80435","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-435","title":"Planning and design of studies for river-quality assessment in the Truckee and Carson River basins, California and Nevada","docAbstract":"The objectives of the Geological Survey 's river-quality assessment in the Truckee and Carson River basins in California and Nevada are to identify the significant resource management problems; to develop techniques to assess the problems; and to effectively communicate results to responsible managers. Six major elements of the assessment to be completed by October 1981 are (1) a detailing of the legal, institutional, and structural development of water resources in the basins and the current problems and conflicts; (2) a compilation and synthesis of the physical hydrology of the basins; (3) development of a special workshop approach to involve local management in the direction and results of the study; (4) development of a comprehensive streamflow model emcompassing both basins to provide a quantitative hydrologic framework for water-quality analysis; (5) development of a water-quality transport model for selected constituents and characteristics on selected reaches of the Truckee River; and (6) a detailed examination of selected fish habitats for specified reaches of the Truckee River. Progress will be periodically reported in reports, maps, computer data files, mathematical models, a bibliography, and public presentations. In building a basic framework to develop techniques, the basins were viewed as a single hydrologic unit because of interconnecting diversion structures. The framework comprises 13 hydrographic subunits to facilitate modeling and sampling. Several significant issues beyond the scope of the assessment were considered as supplementary proposals; water-quality loadings in Truckee and Carson Rivers, urban runoff in Reno and management alternatives, and a model of limnological processes in Lahontan Reservoir. (USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/ofr80435","usgsCitation":"Nowlin, J.O., Brown, W., Smith, L.H., and Hoffman, R., 1980, Planning and design of studies for river-quality assessment in the Truckee and Carson River basins, California and Nevada: U.S. Geological Survey Open-File Report 80-435, vii, 81 p. , https://doi.org/10.3133/ofr80435.","productDescription":"vii, 81 p. 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,{"id":49462,"text":"ofr801017 - 1980 - Hydrologic data of the coastal drainage basins of northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston","interactions":[],"lastModifiedDate":"2012-02-02T00:10:20","indexId":"ofr801017","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1017","title":"Hydrologic data of the coastal drainage basins of northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston","language":"ENGLISH","doi":"10.3133/ofr801017","usgsCitation":"Delaney, D., and Gay, F.B., 1980, Hydrologic data of the coastal drainage basins of northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston: U.S. Geological Survey Open-File Report 80-1017, 44 p., https://doi.org/10.3133/ofr801017.","productDescription":"44 p.","costCenters":[],"links":[{"id":169993,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db6074c4","contributors":{"authors":[{"text":"Delaney, D.F.","contributorId":102128,"corporation":false,"usgs":true,"family":"Delaney","given":"D.F.","email":"","affiliations":[],"preferred":false,"id":239689,"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":239688,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":57331,"text":"wdrWV79A - 1980 - Water resources data for West Virginia, water year 1979. Appendix - coal areas","interactions":[],"lastModifiedDate":"2025-02-26T17:10:52.01309","indexId":"wdrWV79A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":340,"text":"Water Data Report","code":"WDR","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"WV-79-A","title":"Water resources data for West Virginia, water year 1979. Appendix - coal areas","docAbstract":"<p>Water resources data for the 1979 water year for coal regions of West Virginia consist of records of discharge and water quality of streams, wells, mines, and abandoned mine shafts; and water levels in wells and abandoned mine shafts. Section 1 consists of data obtained for the statewide Coal Hydrology Monitoring project and includes discharge and water-quality data collected during two sampling periods at 361 sites. Section 2 consists of data obtained for the Mining Effects Research project in five small basins in southwestern West Virginia during the period February 1976 to January 1980 and includes records of water quality for 53 stream sampling sites, 52 well sampling sites, 31 mine-discharge sampling sites, and 2 mine-shaft sampling sites; and water levels in 6 wells and 2 mine shafts.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wdrWV79A","collaboration":"Prepared in cooperation with the State of West Virginia and other agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Water resources data for West Virginia, water year 1979. 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Virginia\",\"nation\":\"USA  \"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fc81d","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":533060,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":28753,"text":"wri8041 - 1980 - Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","interactions":[],"lastModifiedDate":"2019-11-01T12:04:14","indexId":"wri8041","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-41","title":"Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976","docAbstract":"<p>Statistical summaries of streamflow data for selected stream-gaging and crest-stage gage sites are presented in this report to aid in appraising the hydrology of the Yellowstone River basin, Montana. Streamflow records presented for 45 gaging stations and 45 crest-stage gages for the period of record. Streamflow record collection in the Yellowstone River basin began in 1889. For each gaging station selected for this report, a brief description is given for station location, drainage area , period of record, revisions of previously published records, type and history of gages, regulation and diversions, and extremes of discharge. These data are followed by tables of monthly and annual flow statistics, high-flow and low-flow frequency data, flood-frequency data, flow-duration information, and for natural-flow sites selected basin characteristics. For each crest-stage gage, the brief description consists of location, drainage area, period of record, and type and history of gage. This information is followed by tables of flood-frequency data and selected basin characteristics.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri8041","usgsCitation":"Moore, L.G., and Shields, R.R., 1980, Streamflow characteristics of the Yellowstone River Basin, Montana, through 1976: U.S. Geological Survey Water-Resources Investigations Report 80-41, vi, 67 p. , https://doi.org/10.3133/wri8041.","productDescription":"vi, 67 p. 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,{"id":57097,"text":"ofr801024 - 1980 - Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","interactions":[{"subject":{"id":57097,"text":"ofr801024 - 1980 - Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","indexId":"ofr801024","publicationYear":"1980","noYear":false,"title":"Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":70047535,"text":"70047535 - 1981 - Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","indexId":"70047535","publicationYear":"1981","noYear":false,"title":"Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas"},"id":1}],"supersededBy":{"id":70047535,"text":"70047535 - 1981 - Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas","indexId":"70047535","publicationYear":"1981","noYear":false,"title":"Hydrology and model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, north-central Kansas"},"lastModifiedDate":"2013-08-08T14:47:01","indexId":"ofr801024","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":330,"text":"Open-File Report","code":"OFR","onlineIssn":"2331-1258","printIssn":"0196-1497","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"80-1024","title":"Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/ofr801024","usgsCitation":"Jorgensen, D.G., and Stullken, L.E., 1980, Hydrology and Model of North Fork Solomon River Valley, Kirwin Dam to Waconda Lake, North-Central Kansas: U.S. Geological Survey Open-File Report 80-1024, https://doi.org/10.3133/ofr801024.","costCenters":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"links":[{"id":180683,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e95a","contributors":{"authors":[{"text":"Jorgensen, Donald G.","contributorId":19537,"corporation":false,"usgs":true,"family":"Jorgensen","given":"Donald","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":256252,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Stullken, Lloyd E.","contributorId":60609,"corporation":false,"usgs":true,"family":"Stullken","given":"Lloyd","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":256253,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":30270,"text":"wri8067 - 1980 - Physical environment and hydrologic characteristics of coal-mining areas in Missouri","interactions":[],"lastModifiedDate":"2012-09-21T17:16:41","indexId":"wri8067","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","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":"80-67","title":"Physical environment and hydrologic characteristics of coal-mining areas in Missouri","docAbstract":"Hydrologic information for the north-central and western coal-mining regions of Missouri is needed to define the hydrologic system in these areas of major historic and planned coal development. This report describes the physical setting, climate, coal-mining practices, general hydrologic system, and the current (1980) hydrologie data base in these two coal-mining regions. Streamflow in both mining regions is poorly sustained. Stream water quality generally varies with location and the magnitude of coal-mining activity in a watershed. Streams in non coal-mining areas generally have dissolved-solids concentrations less than 400 milligrams per liter. Acid-mine drainage has seriously affected some streams by reducing the pH to less than 4.0 and increasing the dissolved-solids concentrations to greater than 1,000 milligrams per liter. This has resulted in fish kills in some instances. Ground-water movement is impeded both laterally and vertically in both mining regions, especially in western Missouri, because of the low hydraulic conductivity of the rocks of Pennsylvanian age. The quality of ground water varies widely depending on location and depth. Ground water commonly contains high concentrations of iron and sulfate, and dissolved-solids concentrations generally are greater than 1,000 milligrams per liter.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Rolla, MO","doi":"10.3133/wri8067","usgsCitation":"Vaill, J.E., and Barks, J.H., 1980, Physical environment and hydrologic characteristics of coal-mining areas in Missouri: U.S. Geological Survey Water-Resources Investigations Report 80-67, iii, 33 p., https://doi.org/10.3133/wri8067.","productDescription":"iii, 33 p.","numberOfPages":"40","costCenters":[{"id":395,"text":"Missouri Water Resources Division","active":false,"usgs":true}],"links":[{"id":159325,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":262010,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1980/0067/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Missouri","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -95.7,36 ], [ -95.7,40.583333333333336 ], [ -89.1,40.583333333333336 ], [ -89.1,36 ], [ -95.7,36 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adbe4b07f02db685a3d","contributors":{"authors":[{"text":"Vaill, J. E.","contributorId":86362,"corporation":false,"usgs":true,"family":"Vaill","given":"J.","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":202964,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Barks, James H.","contributorId":73569,"corporation":false,"usgs":true,"family":"Barks","given":"James","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":202963,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
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