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.
\nIn 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).
\nDeveloped 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.
\nThe 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.
\nPerhaps 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.
\nSeveral 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.
\nFinally, 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.
\nThe 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.
","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":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":"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.
\nOut 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.
\nSince 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.
\nThree 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).
\nExamples 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.
\nThe 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.
\n","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":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":"
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.
","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":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":"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).
No abstract available.
","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":"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.
","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":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":"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.
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.
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.
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.
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.
","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":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":"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.
","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":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":"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.
","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":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":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":"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.
","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 Water Resources Thesaurus 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 Selected Water Resources Abstracts (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":43599,"text":"ofr80681 - 1980 - Hydrology and chemical quality of ground water in Crowley County, Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:11:02","indexId":"ofr80681","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":"80-681","title":"Hydrology and chemical quality of ground water in Crowley County, Colorado","docAbstract":"Significant quantities of groundwater can be obtained from several alluvial water-table aquifers possibly from two deep confined sandstone aquifers in Crowley County, Colo. The major water-table aquifer is the alluvium along the Arkansas River valley where well yields may be as much as 2,000 gallons per minute. Minor alluvial aquifers with well yields ranging from 5 to 200 gallons per minute occur in the drainage basins of Horse Creek, Bob Creek, and Sand Arroyo, and in alluvium underlying dune sand in the western part of the county. The Dakota Sandstone and the underlying Cheyenne Sandstone are the confined aquifers. The depth to the top of the Dakota Sandstone ranges from 700 to 3,600 feet below land surface. These aquifers are currently undeveloped but well yields may be as much as 275 gallons per minute. The chemical quality of water in the aquifers varies widely with dissolved solids ranging from about 400 to 8,000 milligrams per liter. On the basis of 35 analyses of water samples, only 2 samples met drinking-water standards for all constituents determined. In most instances, the water is suitable for agricultural uses. (USGS)","language":"ENGLISH","doi":"10.3133/ofr80681","usgsCitation":"Cain, D., Ryan, B.J., and Emmons, P.J., 1980, Hydrology and chemical quality of ground water in Crowley County, Colorado (WRI/OFR): U.S. Geological Survey Open-File Report 80-681, 2 maps :col. ;36 x 39 cm. on 2 sheets 71 x 93 cm. and 71 x 81 cm., https://doi.org/10.3133/ofr80681.","productDescription":"2 maps :col. ;36 x 39 cm. on 2 sheets 71 x 93 cm. and 71 x 81 cm.","costCenters":[],"links":[{"id":168655,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":81211,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0681/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":81212,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0681/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"edition":"WRI/OFR","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a18e4b07f02db6051ef","contributors":{"authors":[{"text":"Cain, Doug","contributorId":101655,"corporation":false,"usgs":true,"family":"Cain","given":"Doug","email":"","affiliations":[],"preferred":false,"id":228443,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Ryan, Barbara J.","contributorId":62989,"corporation":false,"usgs":true,"family":"Ryan","given":"Barbara","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":228442,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Emmons, Patrick J.","contributorId":48958,"corporation":false,"usgs":true,"family":"Emmons","given":"Patrick","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":228441,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":48535,"text":"ofr801019 - 1980 - Water-resources investigations of the U.S. Geological Survey in Missouri : fiscal year 1980","interactions":[],"lastModifiedDate":"2012-02-02T00:10:21","indexId":"ofr801019","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":"80-1019","title":"Water-resources investigations of the U.S. Geological Survey in Missouri : fiscal year 1980","docAbstract":"Water-resources investigations of the U.S. Geological Survey in Missouri consist of collecting hydrologic data and conducting interpretative investigations. The data and the results of the investigations are published or released by either the U.S. Geoloogical Survey or by cooperating agencies. The report describes the data-collection activities and investigations in Missouri for the 1980 fiscal year and provides an extensive list of water-resources references for the State. (USGS)","language":"ENGLISH","doi":"10.3133/ofr801019","usgsCitation":"Kratzer, W.M., 1980, Water-resources investigations of the U.S. Geological Survey in Missouri : fiscal year 1980: U.S. Geological Survey Open-File Report 80-1019, i, 64 p. : maps ; 26 cm., https://doi.org/10.3133/ofr801019.","productDescription":"i, 64 p. : maps ; 26 cm.","costCenters":[],"links":[{"id":170367,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":94491,"rank":800,"type":{"id":11,"text":"Document"},"url":"https://hdl.handle.net/2027/mdp.39015048180726?urlappend=%3Bseq=1"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e486ce4b07f02db50b89d","contributors":{"authors":[{"text":"Kratzer, Wanietia M.","contributorId":40978,"corporation":false,"usgs":true,"family":"Kratzer","given":"Wanietia","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":237697,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68395,"text":"ha616 - 1980 - Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","interactions":[{"subject":{"id":8987,"text":"ofr79557 - 1979 - Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","indexId":"ofr79557","publicationYear":"1979","noYear":false,"title":"Hydrology and water resources of the lower Merrimack River basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport"},"predicate":"SUPERSEDED_BY","object":{"id":68395,"text":"ha616 - 1980 - Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","indexId":"ha616","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:27","indexId":"ha616","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"616","title":"Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport","language":"ENGLISH","doi":"10.3133/ha616","usgsCitation":"Gay, F.B., and Delaney, D.F., 1980, Hydrology and water resources of the lower Merrimack River Basin, Massachusetts, from Concord River, Lowell, to Plum Island, Newburyport: U.S. Geological Survey Hydrologic Atlas 616, 7 maps :col. ;on 4 sheets 74 x 106 cm., https://doi.org/10.3133/ha616.","productDescription":"7 maps :col. ;on 4 sheets 74 x 106 cm.","costCenters":[],"links":[{"id":185701,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89896,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/616/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89897,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/616/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89898,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/616/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89899,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/616/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.5,42.5 ], [ -71.5,44.5 ], [ -70.5,44.5 ], [ -70.5,42.5 ], [ -71.5,42.5 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afce4b07f02db6966bf","contributors":{"authors":[{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278145,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":278144,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68396,"text":"ha614 - 1980 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","interactions":[{"subject":{"id":8988,"text":"ofr79344 - 1979 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","indexId":"ofr79344","publicationYear":"1979","noYear":false,"title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts"},"predicate":"SUPERSEDED_BY","object":{"id":68396,"text":"ha614 - 1980 - Hydrology and water resources of the Shawsheen River basin, Massachusetts","indexId":"ha614","publicationYear":"1980","noYear":false,"title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts"},"id":1}],"lastModifiedDate":"2012-02-10T00:11:27","indexId":"ha614","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"614","title":"Hydrology and water resources of the Shawsheen River basin, Massachusetts","language":"ENGLISH","doi":"10.3133/ha614","usgsCitation":"Gay, F.B., and Delaney, D.F., 1980, Hydrology and water resources of the Shawsheen River basin, Massachusetts: U.S. Geological Survey Hydrologic Atlas 614, 6 maps on 3 sheets :col. ;73 x 104 cm., sheets 106 x 75 cm. or smaller., https://doi.org/10.3133/ha614.","productDescription":"6 maps on 3 sheets :col. ;73 x 104 cm., sheets 106 x 75 cm. or smaller.","costCenters":[],"links":[{"id":185702,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89900,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/614/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":89901,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/614/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"48000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -71.5,42.1175 ], [ -71.5,42.75 ], [ -71,42.75 ], [ -71,42.1175 ], [ -71.5,42.1175 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e7c8","contributors":{"authors":[{"text":"Gay, Frederick B.","contributorId":102052,"corporation":false,"usgs":true,"family":"Gay","given":"Frederick","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":278147,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Delaney, David F.","contributorId":41797,"corporation":false,"usgs":false,"family":"Delaney","given":"David","email":"","middleInitial":"F.","affiliations":[{"id":27261,"text":"U.S. Army Construction Engineering Research Laboratory, Champaig","active":true,"usgs":false}],"preferred":false,"id":278146,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48516,"text":"ofr80732 - 1980 - Hydrologic and land-cover features of the Caloosahatchee River Basin, Lake Okeechobee to Franklin Lock, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:10:04","indexId":"ofr80732","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":"80-732","title":"Hydrologic and land-cover features of the Caloosahatchee River Basin, Lake Okeechobee to Franklin Lock, Florida","docAbstract":"The freshwater part of the Caloosahatchee River basin, Fla., from Franklin Lock to Lake Okeechobee, is shown at a scale of 1 inch equals 1 mile on an aerial photomosaic, dated January 1979. The basin is divided into 16 subbasins, and the land cover and land use in each subbasin are given. The basin is predominantly rangeland and agricultural land. Surface-water flow in the basin is largely controlled. Some selected data on water quality are given. 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Locations are shown on site-location maps derived from the hydrologic unit map. Codes showing the geologic age and aquifer are provided. (USGS)","language":"English","publisher":"U.S. Geologic Survey","publisherLocation":"Harrisburg, PA","doi":"10.3133/ofr81329","collaboration":"Prepared in cooperation with the Pennsylvania Department of Environmental Resources","usgsCitation":"Koester, H.E., and Miller, D.R., 1980, Ground-water quality and data on wells and springs in Pennsylvania: Volume II, Susquehanna and Potomac River basins: U.S. Geological Survey Open-File Report 81-329, iii, 131 p., https://doi.org/10.3133/ofr81329.","productDescription":"iii, 131 p.","additionalOnlineFiles":"N","costCenters":[{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true}],"links":[{"id":170507,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1981/0329/report-thumb.jpg"},{"id":277908,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1981/0329/report.pdf"}],"country":"United States","state":"Pennsylvania","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -79.0000,39.7241 ], [ -79.0000,42.0000 ], [ -76.5000,42.0000 ], [ -76.5000,39.7241 ], [ -79.0000,39.7241 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e85e","contributors":{"authors":[{"text":"Koester, Harry E.","contributorId":96259,"corporation":false,"usgs":true,"family":"Koester","given":"Harry","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":238073,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Miller, Denise R.","contributorId":102941,"corporation":false,"usgs":true,"family":"Miller","given":"Denise","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":238074,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":48515,"text":"ofr80728 - 1980 - Hydrologic data for urban studies in the Austin, Texas metropolitan area, 1978","interactions":[],"lastModifiedDate":"2017-06-14T10:52:41","indexId":"ofr80728","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":"80-728","title":"Hydrologic data for urban studies in the Austin, Texas metropolitan area, 1978","docAbstract":"Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, Dallas, Dallas County, Fort Worth, Houston, and San Antonio.
\nThe Geological Survey, in cooperation with the Texas Department of Water Resources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations and the collection of water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr80728","collaboration":"Prepared in cooperation with the City of Austin and the Texas Department of Water Resources","usgsCitation":"Slade, R., Dorsey, M., Gordon, J., and Mitchell, R., 1980, Hydrologic data for urban studies in the Austin, Texas metropolitan area, 1978: U.S. Geological Survey Open-File Report 80-728, 229 p., https://doi.org/10.3133/ofr80728.","productDescription":"229 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":161756,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0728/report-thumb.jpg"},{"id":275934,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1980/0728/report.pdf","text":"Report","size":"2.77 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.09280395507812,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 29.991812888666043\n ],\n [\n -97.38006591796874,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 30.615459280672667\n ],\n [\n -98.09280395507812,\n 29.991812888666043\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608102","contributors":{"authors":[{"text":"Slade, R.M. Jr.","contributorId":40595,"corporation":false,"usgs":true,"family":"Slade","given":"R.M.","suffix":"Jr.","email":"","affiliations":[],"preferred":false,"id":645252,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":645253,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":645254,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Mitchell, R.N.","contributorId":94301,"corporation":false,"usgs":true,"family":"Mitchell","given":"R.N.","email":"","affiliations":[],"preferred":false,"id":645255,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":69504,"text":"hu1 - 1980 - Hydrologic Unit Map -- 1974, state of Alabama","interactions":[],"lastModifiedDate":"2012-02-02T00:13:50","indexId":"hu1","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":319,"text":"Hydrologic Unit","code":"HU","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"1","subseriesTitle":"Alabama 1974","title":"Hydrologic Unit Map -- 1974, state of Alabama","language":"ENGLISH","doi":"10.3133/hu1","isbn":"607767618","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1980, Hydrologic Unit Map -- 1974, state of Alabama: U.S. Geological Survey Hydrologic Unit 1, 1 map : col. ; sheet 116 x 85 cm., folded in envelope 30 x 24 cm.; An overprint of the 1:500,000-scale state base map. Shows counties, location and names of all cities and towns and most of the smaller settlements, railroads, and township and range lines in balck; water features in blue; hydrologic boundaries and codes in red; county codes in green. No contours. Sheet 38 by 50 inches. 1964 base., https://doi.org/10.3133/hu1.","productDescription":"1 map : col. ; sheet 116 x 85 cm., folded in envelope 30 x 24 cm.; An overprint of the 1:500,000-scale state base map. Shows counties, location and names of all cities and towns and most of the smaller settlements, railroads, and township and range lines in balck; water features in blue; hydrologic boundaries and codes in red; county codes in green. No contours. Sheet 38 by 50 inches. 1964 base.","costCenters":[],"links":[{"id":251526,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/hu/01/report.pdf","size":"25","linkFileType":{"id":1,"text":"pdf"}},{"id":251527,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/hu/01/plate-1.pdf","size":"9070","linkFileType":{"id":1,"text":"pdf"}},{"id":252467,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/hu/01/report-thumb.jpg"}],"scale":"500000","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a29e4b07f02db61195a","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":534600,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":68010,"text":"ha634 - 1980 - Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Pine Beach, St. Andrews Bay, and Fort Morgan quadrangles, Alabama","interactions":[],"lastModifiedDate":"2022-05-20T19:35:52.286596","indexId":"ha634","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"634","title":"Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Pine Beach, St. Andrews Bay, and Fort Morgan quadrangles, Alabama","docAbstract":"Shown on a topographic map are floodmark elevations and approximate areas flooded by Hurricane Frederic tides of September 12-13, 1979, along the shores of St. Andrews Bay, Mobile Bay, and Bon Secour Bay from Fort Morgan eastward to about four miles east of Gasque, Ala. The storm tide went completely across the land between the beach and Mobile Bay throughout much of the area. Most homes on the beach side of Alabama State Highway 180 were completely destroyed, and the highway was washed out in several places. Damage to homes and other structures on the bay side was not as great. Storm-tide frequency and records of annual maximum tides at Mobile, Ala., since 1772, are presented. Offshore winds reached about 160 miles per hour. A wind-velocity of about 145 miles per hour was recorded near Dauphin Island, Ala.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha634","usgsCitation":"Scott, J.C., and Bohman, L.R., 1980, Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Pine Beach, St. Andrews Bay, and Fort Morgan quadrangles, Alabama: U.S. Geological Survey Hydrologic Atlas 634, 1 Plate: 30.50 × 50.00 inches, https://doi.org/10.3133/ha634.","productDescription":"1 Plate: 30.50 × 50.00 inches","costCenters":[],"links":[{"id":190092,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":400875,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_16032.htm"},{"id":89254,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/634/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","country":"United States","state":"Alabama","otherGeospatial":"Pine Beach, St. Andrews Bay, and Fort Morgan quadrangles","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -88.042,\n 30.208\n ],\n [\n -87.875,\n 30.208\n ],\n [\n -87.875,\n 30.25\n ],\n [\n -88.042,\n 30.25\n ],\n [\n -88.042,\n 30.208\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a3ad","contributors":{"authors":[{"text":"Scott, John C.","contributorId":21963,"corporation":false,"usgs":true,"family":"Scott","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277500,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Bohman, Larry R. lrbohman@usgs.gov","contributorId":4769,"corporation":false,"usgs":true,"family":"Bohman","given":"Larry","email":"lrbohman@usgs.gov","middleInitial":"R.","affiliations":[],"preferred":true,"id":277499,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":68009,"text":"ha638 - 1980 - Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Perdido Bay quadrangle, Florida","interactions":[],"lastModifiedDate":"2012-02-10T00:11:16","indexId":"ha638","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1980","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"638","title":"Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Perdido Bay quadrangle, Florida","docAbstract":"Shown on a topographic map are floodmark elevations and approximate areas flooded by Hurricane Frederic tides of September 12-13, 1979, along the southern shore of Perdido Bay, Ono Island in Old River, and Perdido Key exposed to the Gulf of Mexico. The most severe damage occurred along Perdido Key in Alabama and Florida where many homes were demolished and the highway was washed out in several places. Storm-tide frequency and records of annual maximum tides at Mobile, Alabama, since 1772, are presented. Offshore winds reached about 160 miles per hour. A wind-velocity of about 145 miles per hour was recorded near Dauphin Island, Alabama. (USGS)","language":"ENGLISH","doi":"10.3133/ha638","usgsCitation":"Scott, J.C., and Franklin, M.A., 1980, Hurricane Frederic tidal floods of September 12-13, 1979, along the Gulf Coast, Perdido Bay quadrangle, Florida: U.S. Geological Survey Hydrologic Atlas 638, 1 map : col. ;58 x 50 cm., https://doi.org/10.3133/ha638.","productDescription":"1 map : col. ;58 x 50 cm.","costCenters":[],"links":[{"id":188469,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":89253,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/ha/638/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"24000","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -87.5,30.25 ], [ -87.5,30.3675 ], [ -87.36749999999999,30.3675 ], [ -87.36749999999999,30.25 ], [ -87.5,30.25 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a52e4b07f02db62a3f8","contributors":{"authors":[{"text":"Scott, John C.","contributorId":21963,"corporation":false,"usgs":true,"family":"Scott","given":"John","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":277497,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Franklin, Marvin A.","contributorId":87526,"corporation":false,"usgs":true,"family":"Franklin","given":"Marvin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":277498,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":46170,"text":"ofr803 - 1980 - Maps showing ground-water conditions in the Hopi area, Coconino and Navajo counties, Arizona; 1977","interactions":[],"lastModifiedDate":"2018-01-29T11:42:28","indexId":"ofr803","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":"80-3","title":"Maps showing ground-water conditions in the Hopi area, Coconino and Navajo counties, Arizona; 1977","docAbstract":"The Hop·; area includes about 3,200 mi2 in northeastern Arizona ~nd is mostly in the Navajo and Hopi Indian Reservations; about 400 mi of the area is south of the Navajo Indian Reservation boundary . Ground water occurs in several aquifers that are made up of one or more formations; the composite stratigraphic column indicates the relative position of the formations. The main sources of ground water are the Coconino aquifer, the Chinle Formation. the N and D aquifers, the Toreva and Bidahochi Formations, and the alluvium. The aquifers are separated by fine-grained rock units that inhibit the vertical movement of ground water.
Ground-water development has been slight, and the water is used mainly for public, domestic, and livestock supplies. In 1977 about 425 acre-ft of ground water was withdrawn in the Hopi area. The amount of ground water withdrawn annually is small compared to the potential recharge from precipitation; therefore, water levels generally are not affected by pumping from wells.
Because the ground-water system in the Hopi area has not been changed greatly by development, a large number of water-level measurements and water-quality data collected prior to 1977 are used in this report to show conditions in 1977. A few water-level measurements were made south of the Navajo Indian Reservation boundary in 1977.
The hydrologic data on which these maps are based are available, fo~ the most part, ·in computer-printout form and may be consulted at.the Arizona Water Commission, 222 North Central Avenue, Suite 850, Phoenix, and at U.S. Geological Survey offices in: Federal Building, 301 West Congress Street, Tucson; Valley Center, Suite 1880, Phoenix; and 2255 North Gemini Drive, Building 3, Flagstaff. Material from which copies can be made at private expense is available at the Tucson, Phoenix, and Flagstaff offices of the U.S . Geological Survey.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr803","collaboration":"Prepared in cooperation with the Arizona Water Commission","usgsCitation":"Farrar, C.D., 1980, Maps showing ground-water conditions in the Hopi area, Coconino and Navajo counties, Arizona; 1977: U.S. Geological Survey Open-File Report 80-3, 4 Plates: 32.43 x 47.57 inches or smaller, https://doi.org/10.3133/ofr803.","productDescription":"4 Plates: 32.43 x 47.57 inches or smaller","costCenters":[],"links":[{"id":350743,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350744,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350745,"rank":4,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":350746,"rank":5,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1980/0003/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":172776,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1980/0003/report-thumb.jpg"}],"country":"United States","state":"Arizona","county":"Coconino County, Navajo County","otherGeospatial":"Hopi area","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -111.5,\n 34.9\n ],\n [\n -109.75,\n 34.9\n ],\n [\n -109.75,\n 36.1\n ],\n [\n -111.5,\n 36.1\n ],\n [\n -111.5,\n 34.9\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6059b2","contributors":{"authors":[{"text":"Farrar, C. D.","contributorId":71978,"corporation":false,"usgs":true,"family":"Farrar","given":"C.","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":232746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ]}