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No abstract available.

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The Rum River, a tributary of the Mississippi River, drains an elongate area of about 1,550 square miles. The source of the Rum River is Mille Lacs Lake. Much of the northern half of the watershed is forested, and there are large areas of swampland. Population is most concentrated in the southern half, where agriculture is the dominant economic activity.

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Except for scattered Precambrian igneous rock outcrops in the central third of the watershed, bedrock is covered by glacial drift. In the southern third, the drift includes considerable amounts of outwash and is directly underlain by Cambrian and Precambrian sedimentary rocks.

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Greatest topographic relief is in morainal areas around Mille Lacs Lake. The central third of the watershed slopes gradually southward, grading into the relatively flat area of surficial outwash. 

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}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f0376","contributors":{"authors":[{"text":"Ericson, Donald W.","contributorId":59837,"corporation":false,"usgs":true,"family":"Ericson","given":"Donald","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":278208,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lindholm, Gerald F.","contributorId":18374,"corporation":false,"usgs":true,"family":"Lindholm","given":"Gerald","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":278207,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Helgesen, John O.","contributorId":101630,"corporation":false,"usgs":true,"family":"Helgesen","given":"John","email":"","middleInitial":"O.","affiliations":[],"preferred":false,"id":278209,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":57998,"text":"wri7360 - 1974 - Effects of urbanization on floods in the Dallas, Texas metropolitan area","interactions":[],"lastModifiedDate":"2016-08-22T12:43:26","indexId":"wri7360","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"73-60","title":"Effects of urbanization on floods in the Dallas, Texas metropolitan area","docAbstract":"

The effects of urbanization on flood characteristics of streams in the Dallas metropolitan area were studied by use of a digital model of the hydrologic system. The model was calibrated by using observed rainfall and runoff data from 19 storms in six basins having various degrees of urbanization. The calibrated models were used with a 57- year rainfall record to simulate 57-year records of annual peak discharges in 14 basins. The flood-frequency characteristics were defined by fitting the simulated 57-year records to log-Pearson Type III distributions.

\n

Regional peak-discharge equations, which can be used to determine the maximum rates of discharge that could be expected to be equaled or exceeded on the average of once in 1.25, 2, 5, 10, 25, and 100 years, were derived from multiple-regression analyses. The relationships among flood frequency, drainage area, and a coefficient of impervious area are given in a nomograph.

\n

The analyses indicate that in a fully-developed residential area, the flood peaks will be 1.2 to 1.4 times those from an undeveloped area; and the annual direct runoff will be about double that from an undeveloped area. Data were not sufficient to determine the increase in runoff from a highly industrialized area where the effective imperviousness approaches 100 percent.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7360","collaboration":"Prepared in cooperation with the city of Dallas","usgsCitation":"Dempster, G.R., 1974, Effects of urbanization on floods in the Dallas, Texas metropolitan area: U.S. Geological Survey Water-Resources Investigations Report 73-60, iv, 51 p., https://doi.org/10.3133/wri7360.","productDescription":"iv, 51 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":258751,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1973/0060/report.pdf","size":"3424","linkFileType":{"id":1,"text":"pdf"}},{"id":258752,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1973/0060/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624dee","contributors":{"authors":[{"text":"Dempster, George R. Jr.","contributorId":106975,"corporation":false,"usgs":true,"family":"Dempster","given":"George","suffix":"Jr.","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":258124,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69538,"text":"hu23 - 1974 - Hydrologic Unit Map -- 1974, Minnesota","interactions":[],"lastModifiedDate":"2015-09-29T12:45:15","indexId":"hu23","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1974","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":"23","subseriesTitle":"Minnesota 1974","title":"Hydrologic Unit Map -- 1974, Minnesota","docAbstract":"

This map and accompanying table show Hydrologic Units that are basically hydrographic in nature.  The Cataloging Units shown will supplant the Cataloging Units previously used by the U.S. Geological Survey in its Catalog of Information on Water Data (1966-72).   

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2de4b07f02db6143ac","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":534628,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70206972,"text":"70206972 - 1974 - Chemical weathering of serpentinite in the eastern Piedmont of Maryland","interactions":[],"lastModifiedDate":"2019-12-02T12:05:53","indexId":"70206972","displayToPublicDate":"1974-12-31T12:02:31","publicationYear":"1974","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1786,"text":"Geological Society of America Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"Chemical weathering of serpentinite in the eastern Piedmont of Maryland","docAbstract":"

Weathering processes in a small watershed (Soldiers Delight) underlain by Serpentinite in the Piedmont of Maryland were studied by means of a mass balance technique and were compared with the processes operative in a watershed uncertain by schist. The two terranes are downwasting at a rate of 2.4 m per m.y., but chemical weathering much more strongly affects the Serpentinite (2.2 m per m.y.) than the schist (1.2 m per m.y.). The serpentinite lacks a saprolite cover because resistate minerals are absent and alumina in the bedrock is scarce. In contrast, the schist contains both quartz and a source of alumina in the alumino-silicate minerals and, as a result, has a thick saprolite mantle. Relatively small amounts of secondary quartz, chalcedony, and 14Å clay minerals are synthesized in the serpentinite watershed, but relatively large amounts of gibbsite and clay minerals (kaolinite and vermiculite) are formed during the weathering of the schist. The hydrologic consequences in the serpentinite terrane compared with the schist watershed are increased flood-flow discharge, greater fluctuation in seasonal, instantaneous base-flow discharge, and pronounced seasonal fluctuations in total discharge. The serpentinite stream water averaged 205 ppm of total dissolved solids in the base flow compared to 25 ppm in the schist. Stream water from the serpentinite is of the magnesium bicarbonate type; that from the schist is sodium-calcium bicarbonate type. On the serpentinite, substantial land-surface reduction (denudation) is effected by chemical weathering; mechanical weathering is secondary. On the schist terrane, mechanical weathering is the primary agent that lowers the land surface, even though chemical weathering has reduced the rock mass ay almost one-half. © 1974 Geological Society of America.

","language":"English","publisher":"Geological Society of America","doi":"10.1130/0016-7606(1974)85<437:CWOSIT>2.0.CO;2","issn":"00167606","usgsCitation":"Cleaves, E., Fisher, D.W., and Bricker, O., 1974, Chemical weathering of serpentinite in the eastern Piedmont of Maryland: Geological Society of America Bulletin, v. 85, no. 3, p. 437-444, https://doi.org/10.1130/0016-7606(1974)85<437:CWOSIT>2.0.CO;2.","productDescription":"8 p. ","startPage":"437","endPage":"444","costCenters":[],"links":[{"id":369804,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"85","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Cleaves, E.T.","contributorId":41148,"corporation":false,"usgs":true,"family":"Cleaves","given":"E.T.","email":"","affiliations":[],"preferred":false,"id":776426,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fisher, D. W.","contributorId":127082,"corporation":false,"usgs":true,"family":"Fisher","given":"D.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":776427,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bricker, O.P.","contributorId":33717,"corporation":false,"usgs":true,"family":"Bricker","given":"O.P.","affiliations":[],"preferred":false,"id":776428,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70246982,"text":"70246982 - 1974 - Geohydrologic considerations in the management of radioactive waste","interactions":[],"lastModifiedDate":"2023-07-20T15:37:09.364305","indexId":"70246982","displayToPublicDate":"1974-09-01T09:52:43","publicationYear":"1974","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2910,"text":"Nuclear Technology","active":true,"publicationSubtype":{"id":10}},"title":"Geohydrologic considerations in the management of radioactive waste","docAbstract":"

Nongaseous radioactive wastes occur as liquids containing high-level concentrations of radionuclides, liquids containing low concentrations of radionuclides, and solids contaminated by radioactivity. Whether released by accident or design into the earth or onto the earth’s surface, only water is capable of transporting significant quantities of radionuclides away from burial sites. Geohydrologic information that must be determined to predict the velocity and direction of waste movement from a site include climate, hydrology, detailed subsurface geology, permeability, porosity, sorptive potential, seismic potential, and geologic history of the area. Since the late 1960’s mathematical models have been used to make predictions of waste transport in some hydrologic systems. Intensive field investigations at each site are needed before these models can be used.

","language":"English","publisher":"Taylor & Francis","doi":"10.13182/NT74-A31498","usgsCitation":"DeBuchananne, G.D., 1974, Geohydrologic considerations in the management of radioactive waste: Nuclear Technology, v. 24, no. 3, p. 356-361, https://doi.org/10.13182/NT74-A31498.","productDescription":"6 p.","startPage":"356","endPage":"361","costCenters":[],"links":[{"id":419187,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"24","issue":"3","noUsgsAuthors":false,"publicationDate":"2017-05-10","publicationStatus":"PW","contributors":{"authors":[{"text":"DeBuchananne, George D.","contributorId":10040,"corporation":false,"usgs":true,"family":"DeBuchananne","given":"George","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":878467,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70210094,"text":"70210094 - 1974 - Feeding Ecology of Breeding Blue-Winged Teals","interactions":[],"lastModifiedDate":"2020-05-13T20:54:01.592548","indexId":"70210094","displayToPublicDate":"1974-07-31T15:47:19","publicationYear":"1974","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2508,"text":"Journal of Wildlife Management","active":true,"publicationSubtype":{"id":10}},"title":"Feeding Ecology of Breeding Blue-Winged Teals","docAbstract":"

A 5-year investigation of factors influencing the selection of foods consumed by blue-winged teals (Anas discors) during the breeding season in the glaciated prairie region of south-central North Dakota showed that birds first arriving on the breeding grounds consumed a diet consisting of 45 percent invertebrates. The proportion of animal foods in the diet increased to 95 percent at the onset of the nesting season. The quality and quantity of foods selected at any given time were influenced by the biological demands and morphological adaptations of the bird, the behavior and ecology of the invertebrates selected as foods, and the general nature of the aquatic ecosystems as determined by the hydrology and geology of the area and modified by land use and weather. Feeding activities changed significantly when food availability within the aquatic ecosystem changed. During the spring and early summer, temporary and seasonal wetlands, if not severely disturbed, were of paramount importance to breeding blue-winged teals since they provided abundant and readily available, high protein, animal foods. Later in the summer when seasonal wetlands began to dry up, insects began to emerge in the semipermanent ponds and lakes, and feeding intensity shifted to these more permanent waters. This trend, however, was often reversed temporarily during the early summer following heavy precipitation that refilled shallow water areas and again stimulated invertebrate development.

","language":"English","publisher":"Wiley","doi":"10.2307/3800869","usgsCitation":"Swanson, G.A., Meyer, M.I., and Serie, J.R., 1974, Feeding Ecology of Breeding Blue-Winged Teals: Journal of Wildlife Management, v. 38, no. 3, p. 396-407, https://doi.org/10.2307/3800869.","productDescription":"12 p.","startPage":"396","endPage":"407","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":374805,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"North Dakota","county":"Kidder County, Stutsman County","city":"Jamestown","otherGeospatial":"","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -100.25299072265625,\n 46.638122462379656\n ],\n [\n -98.08868408203125,\n 46.638122462379656\n ],\n [\n -98.08868408203125,\n 47.46523622438362\n ],\n [\n -100.25299072265625,\n 47.46523622438362\n ],\n [\n -100.25299072265625,\n 46.638122462379656\n ]\n ]\n ]\n }\n }\n ]\n}","volume":"38","issue":"3","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Swanson, George A.","contributorId":49654,"corporation":false,"usgs":true,"family":"Swanson","given":"George","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":789077,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Meyer, Mavis I.","contributorId":224679,"corporation":false,"usgs":false,"family":"Meyer","given":"Mavis","email":"","middleInitial":"I.","affiliations":[],"preferred":false,"id":789078,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Serie, Jerome R.","contributorId":174564,"corporation":false,"usgs":false,"family":"Serie","given":"Jerome","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":789079,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":70247299,"text":"70247299 - 1974 - An optimum reduction of gauges to meet data program constraints","interactions":[],"lastModifiedDate":"2023-07-26T16:51:46.005908","indexId":"70247299","displayToPublicDate":"1974-06-01T11:49:27","publicationYear":"1974","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":1926,"text":"Hydrological Sciences Bulletin","active":true,"publicationSubtype":{"id":10}},"title":"An optimum reduction of gauges to meet data program constraints","docAbstract":"

Budget or manpower constraints may force a reduction in data collection activities. However, information may be transferred from continued gauge sites to discontinued gauge sites provided there is ‘sufficient’ correlation between flow sequences. Information defined as the reciprocal of variance (of the parameter estimator for which the gauge has been established) is provided at ungauged sites by regression techniques. A set of gauge sites is chosen to satisfy the budget constraint and to maximize the information content. The information content based on regression is a function of the correlations between flow sequences and is subject to the errors in their estimators. Post optimal analysis gives estimates of correlation error effects on the decision process as to which gauges to continue and which to discontinue.

","language":"English","publisher":"Taylor & Francis","doi":"10.1080/02626667409493920","usgsCitation":"Maddock, T., 1974, An optimum reduction of gauges to meet data program constraints: Hydrological Sciences Bulletin, v. 19, no. 3, p. 337-345, https://doi.org/10.1080/02626667409493920.","productDescription":"9 p.","startPage":"337","endPage":"345","costCenters":[],"links":[{"id":419362,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"19","issue":"3","noUsgsAuthors":false,"publicationDate":"2010-01-04","publicationStatus":"PW","contributors":{"authors":[{"text":"Maddock, Thomas III","contributorId":32983,"corporation":false,"usgs":true,"family":"Maddock","given":"Thomas","suffix":"III","affiliations":[],"preferred":false,"id":879156,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70247400,"text":"70247400 - 1974 - Artificial Recharge — State of the Art","interactions":[],"lastModifiedDate":"2023-08-02T15:31:43.154906","indexId":"70247400","displayToPublicDate":"1974-05-01T10:29:09","publicationYear":"1974","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3825,"text":"Groundwater","active":true,"publicationSubtype":{"id":10}},"title":"Artificial Recharge — State of the Art","docAbstract":"

The largest potential reservoir for the storage of potable water is in the unsaturated zone. Use of this space for the storage and retrieval of potable water is a multifaceted problem which requires application of the best talent from the scientific community.

Artificial recharge has many similarities to liquidwaste disposal through deep wells. In both, the problem is to place liquid in a permeable lithologic unit at an economic rate, to predict movement and the chemical reactions and physical changes that take place while the liquid is in the reservoir. Differences between the two operations are principally in the type of fluid injected and the ultimate objective. In artificial recharge the objective is to store and retrieve water of good quality; in waste disposal the objective is to store permanently water of objectionable quality. In both artificial recharge and liquid-waste storage, the nature of the storage must be known, particularly that of the unsaturated zone. The techniques of investigation for recharge and waste disposal are generally the same.

Water commonly is recharged by surface spreading through basins or by induced recharge from adjacent streams and lakes or through injection wells. Research in recharge through basins has been dominated by mathematical models based on idealized conditions and empirical relations, derived by experimental sequencing of recharge operations, and operational controls in the pretreatment of recharge water. Recharge by injection wells has been undertaken in a variety of hydrologic environments. In Israel efforts have been directed toward the analyses of diffusion and dispersion of the injected water. Much research in the United States has been directed toward the movement of bacteria and organic matter through an aquifer and toward the chemical modeling of changes in recharged water as it moves.

Much more research is needed on the basic properties of aquifers, particularly in the unsaturated zone, and on all aspects of recharge-water quality. Research and the use of data produced are increasingly the responsibility of interdisciplinary teams which consider the geologic, hydraulic, and economic aspects of the system.

","language":"English","publisher":"National Groundwater Association","doi":"10.1111/j.1745-6584.1974.tb03015.x","usgsCitation":"Brown, R.F., and Signor, D., 1974, Artificial Recharge — State of the Art: Groundwater, v. 12, no. 3, p. 152-160, https://doi.org/10.1111/j.1745-6584.1974.tb03015.x.","productDescription":"9 p.","startPage":"152","endPage":"160","costCenters":[],"links":[{"id":419505,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"12","issue":"3","noUsgsAuthors":false,"publicationDate":"2006-07-06","publicationStatus":"PW","contributors":{"authors":[{"text":"Brown, R. F.","contributorId":55803,"corporation":false,"usgs":true,"family":"Brown","given":"R.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":879462,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Signor, D. C.","contributorId":95100,"corporation":false,"usgs":true,"family":"Signor","given":"D. C.","affiliations":[],"preferred":false,"id":879463,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70176804,"text":"70176804 - 1974 - Hydrology and trout populations of cold-water rivers of Michigan and Wisconsin","interactions":[],"lastModifiedDate":"2018-03-26T15:36:50","indexId":"70176804","displayToPublicDate":"1974-04-05T00:00:00","publicationYear":"1974","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":3644,"text":"Transactions of the Wisconsin Academy of Sciences, Arts, and Letters","active":true,"publicationSubtype":{"id":10}},"title":"Hydrology and trout populations of cold-water rivers of Michigan and Wisconsin","docAbstract":"

Statistical multiple-regression analyses showed significant relationships between trout populations and hydrologic parameters. Parameters showing the higher levels of significance were temperature, hardness of water, percentage of gravel bottom, percentage of bottom vegetation, variability of streamflow, and discharge per unit drainage area. Trout populations increase with lower levels of annual maximum water temperatures, with increase in water hardness, and with increase in percentage of gravel and bottom vegetation. Trout populations also increase with decrease in variability of streamflow, and with increase in discharge per unit drainage area. Most hydrologic parameters were significant when evaluated collectively, but no parameter, by itself, showed a high degree of correlation with trout populations in regression analyses that included all the streams sampled. Regression analyses of stream segments that were restricted to certain limits of hardness, temperature, or percentage of gravel bottom showed improvements in correlation. Analyses of trout populations, in pounds per acre and pounds per mile and hydrologic parameters resulted in regression equations from which trout populations could be estimated with standard errors of 89 and 84 per cent, respectively.

","language":"English","publisher":"Wisconsin Academy of Sciences, Arts, and Letters","publisherLocation":"Madison, WI","usgsCitation":"Hendrickson, G.E., and Knutilla, R., 1974, Hydrology and trout populations of cold-water rivers of Michigan and Wisconsin: Transactions of the Wisconsin Academy of Sciences, Arts, and Letters, v. 62, p. 181-193.","startPage":"181","endPage":"193","numberOfPages":"13","costCenters":[{"id":382,"text":"Michigan Water Science Center","active":true,"usgs":true}],"links":[{"id":329380,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United States","state":"Michigan, 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L.","affiliations":[],"preferred":false,"id":650383,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":70266865,"text":"ofr7404 - 1974 - Drainage area and river mileage of Nebraska streams part I","interactions":[],"lastModifiedDate":"2025-05-13T18:57:40.989265","indexId":"ofr7404","displayToPublicDate":"1974-01-01T13:23:09","publicationYear":"1974","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":"7404","title":"Drainage area and river mileage of Nebraska streams part I","docAbstract":"

The value of stream discharge data for hydrologic studies is enhanced by the availability of accurate information on size of area drained, distance between selected sites along stream course, and hydraulic gradients. Information on the location of cultural and natural features that affect streamflow also is valuable for hydrologic studies, particularly those that involve engineering considerations. Although stream-discharge data have been collected for many years and at many points, relatively little accurate information on the physical features of the areas drained has been compiled. In the past, such information was compiled only when occasion demanded, and owing to a general lack of detailed topographic maps, many of the values obtained were not precise by present-day standards.

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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Jamison, Gordon G.","contributorId":355170,"corporation":false,"usgs":false,"family":"Jamison","given":"Gordon G.","affiliations":[],"preferred":false,"id":936995,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":249,"text":"249 - 1974 - Summary of hydrologic data collected in Dade County, Florida","interactions":[],"lastModifiedDate":"2014-08-04T13:00:17","indexId":"249","displayToPublicDate":"1974-01-01T12:58:59","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"title":"Summary of hydrologic data collected in Dade County, Florida","docAbstract":"No abstract available.","language":"English","publisher":"U.S. Department of the Interior","publisherLocation":"Tallahassee, FL","doi":"10.3133/249","issn":"0363-1958","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1974, Summary of hydrologic data collected in Dade County, Florida, https://doi.org/10.3133/249.","costCenters":[],"links":[{"id":291610,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Florida","county":"Dade County","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -80.8736,25.13742 ], [ -80.8736,25.979434 ], [ -80.11793,25.979434 ], [ -80.11793,25.13742 ], [ -80.8736,25.13742 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53e09e5de4b0beb42bdca49a","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":527252,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":69526,"text":"hu22 - 1974 - Hydrologic Unit Map -- 1974, State of Michigan","interactions":[],"lastModifiedDate":"2016-11-07T11:01:22","indexId":"hu22","displayToPublicDate":"1974-01-01T12:49:00","publicationYear":"1974","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":"22","subseriesTitle":"Michigan 1974","title":"Hydrologic Unit Map -- 1974, State of Michigan","docAbstract":"

This map and accompanying table show Hydrologic Units that are basically hydrographic in nature.  The Cataloging Units shown will supplant the Cataloging Units previously used by the U.S. Geological Survey in its Catalog of Information on Water Data (1966-72).  The previous U.S. Geological Survey Catalog-Indexing System was by map number and letter, such as 49 M.  The boundaries shown have been adapted from \"The Catalog of Information on Water Data\" (1972), \"Water Resources Regions and Subregions for the National Assessment of Water and Related Land Resources\" by the U.S. Water Resources Council (1970), \" River Basins of the United States\" by the U.S. Soil Conservation Service (1963, 1970), \"River Basin Maps Showing Hydrologic Stations\" by the Inter-Agency Committee on Water Resources, Subcommittee on Hydrology (1961), and States planning maps.

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No abstract available.

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","publishedDate":"1974-10-01","noUsgsAuthors":false,"publicationDate":"1974-10-01","publicationStatus":"PW","contributors":{"authors":[{"text":"Bearden, H.W.","contributorId":289908,"corporation":false,"usgs":false,"family":"Bearden","given":"H.W.","affiliations":[],"preferred":false,"id":840037,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70227029,"text":"70227029 - 1974 - Hydrologic data of the June 1972 flood in Pennsylvania","interactions":[],"lastModifiedDate":"2021-12-27T18:08:09.967862","indexId":"70227029","displayToPublicDate":"1974-01-01T11:49:03","publicationYear":"1974","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":2,"text":"State or Local Government Series"},"seriesTitle":{"id":144,"text":"Water Resources Bulletin","active":false,"publicationSubtype":{"id":2}},"seriesNumber":"9","title":"Hydrologic data of the June 1972 flood in Pennsylvania","docAbstract":"

No abstract available.

","language":"English","publisher":"Pennsylvania Department of Environmental Resources","collaboration":"U.S. Geological Survey","usgsCitation":"Miller, R.A., 1974, Hydrologic data of the June 1972 flood in Pennsylvania: Water Resources Bulletin 9, v, 97 p.","productDescription":"v, 97 p.","startPage":"i","endPage":"97","costCenters":[],"links":[{"id":393447,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"country":"United 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Information for comparing costs of collecting hydrometric data in different countries may promote efficiency of operations. The hydrometric programme in the United States consists of 8400 full-record stations and an equal number of partial-record stations operated by 47 district offices. A sampling of four districts selected to represent the range of hydrometric conditions in the country indicated that costs (in 1972) for installation of a full-record station intended for indefinite terms of operation ranged between $5000 and $10,000. Short-term stations range between $2500 and $4000. Costs of operation for full-record stations ranged between $800 and $1250 per year, whereas office costs for processing the record ranged between $500 and $1250. A very considerable emphasis is given in the programme to partial-record stations designed to furnish specific information for floods and droughts. Annual costs in terms of full-record stations range from only 5 per cent for a low-flow station, 15–20 per cent for a crest-stage record, to 50 per cent for a flood-hydrogram station. Publication costs average about $7 per page. This small sample survey shows considerable variations and even greater variations might be expected internationally. In any case, differences in costs nationally or internationally invite proper inquiry as to causes in the search for economy.

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