Equations and nomographs in.this report can be used to estimate peak flood-discharges having recurrence intervals up to 100 years in rural and urban areas of St. Louis County, Mo. The basin characteristics significant at the 5-percent probability level were drainage area and percentage imperviousness. Drainage area can be measured from maps, while percentage of imperviousness can either be measured from aerial photographs or estimated from land-use projections. These equations are based upon the analysis of hydrologic data collected at 30 continuous-recording gaging stations with drainage areas ranging from 0.8 to 39.0 square miles, and with impervious areas ranging from 1 to 32 percent.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri78139","usgsCitation":"Spencer, D.W., and Alexander, T.W., 1978, Technique for estimating the magnitude and frequency of floods in St. Louis County, Missouri: U.S. Geological Survey Water-Resources Investigations Report 78-139, iii, 23 p., https://doi.org/10.3133/wri78139.","productDescription":"iii, 23 p.","numberOfPages":"35","costCenters":[],"links":[{"id":359406,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0139/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160108,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0139/report-thumb.jpg"}],"country":"United States","state":"Missouri","otherGeospatial":"St. Louis County","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-90.3119,38.8953],[-90.3107,38.8948],[-90.309,38.8939],[-90.3061,38.8933],[-90.3049,38.8933],[-90.3031,38.8928],[-90.3025,38.8928],[-90.3002,38.8923],[-90.2996,38.8919],[-90.2978,38.8909],[-90.2955,38.89],[-90.2949,38.8895],[-90.2943,38.8895],[-90.2932,38.889],[-90.2926,38.8881],[-90.2909,38.8872],[-90.2886,38.8853],[-90.288,38.8853],[-90.2868,38.8848],[-90.2857,38.8835],[-90.2839,38.8816],[-90.2834,38.8811],[-90.2788,38.8747],[-90.276,38.872],[-90.2731,38.8692],[-90.2714,38.8669],[-90.2708,38.8651],[-90.2697,38.8632],[-90.2599,38.8544],[-90.2588,38.854],[-90.2524,38.8511],[-90.2361,38.8431],[-90.2349,38.8426],[-90.2198,38.8342],[-90.2006,38.8239],[-90.1835,38.8218],[-90.1585,38.829],[-90.1461,38.8297],[-90.1443,38.8296],[-90.1413,38.8296],[-90.1263,38.8207],[-90.1212,38.812],[-90.1185,38.806],[-90.1189,38.8054],[-90.1214,38.8018],[-90.1218,38.8012],[-90.1265,38.7971],[-90.1371,38.7894],[-90.1457,38.7857],[-90.1524,38.782],[-90.1571,38.78],[-90.1607,38.7773],[-90.1641,38.7747],[-90.1667,38.7724],[-90.1669,38.7722],[-90.1676,38.7715],[-90.168,38.7711],[-90.1705,38.7683],[-90.171,38.7678],[-90.1741,38.7644],[-90.1748,38.7632],[-90.176,38.7608],[-90.1779,38.7573],[-90.1798,38.7541],[-90.1834,38.7506],[-90.1869,38.7479],[-90.1869,38.7478],[-90.1898,38.746],[-90.1922,38.7444],[-90.1939,38.7433],[-90.1956,38.7423],[-90.1968,38.7415],[-90.2009,38.7387],[-90.203,38.7368],[-90.204,38.736],[-90.2064,38.7333],[-90.2065,38.7332],[-90.2095,38.7288],[-90.2101,38.7276],[-90.212,38.7234],[-90.2128,38.7176],[-90.2125,38.7129],[-90.2125,38.7122],[-90.2124,38.7116],[-90.2119,38.7076],[-90.2103,38.7046],[-90.2086,38.7016],[-90.2075,38.7002],[-90.2058,38.6979],[-90.2023,38.6943],[-90.1987,38.6911],[-90.194,38.6866],[-90.1914,38.6832],[-90.1903,38.6818],[-90.1862,38.6749],[-90.1838,38.6691],[-90.1831,38.6676],[-90.1814,38.6618],[-90.1811,38.6604],[-90.1811,38.66],[-90.18,38.6539],[-90.1783,38.6459],[-90.1788,38.6378],[-90.1789,38.6322],[-90.1797,38.629],[-90.1803,38.6263],[-90.1822,38.6219],[-90.1824,38.6214],[-90.1845,38.616],[-90.1872,38.6117],[-90.188,38.6105],[-90.1923,38.6025],[-90.1984,38.595],[-90.2024,38.5917],[-90.2048,38.5896],[-90.2177,38.5812],[-90.2253,38.5763],[-90.2297,38.5723],[-90.2335,38.5681],[-90.235,38.5665],[-90.2368,38.5646],[-90.24,38.5608],[-90.2428,38.5576],[-90.2474,38.5513],[-90.2495,38.5483],[-90.2505,38.5469],[-90.2513,38.5456],[-90.2536,38.5415],[-90.2595,38.533],[-90.2597,38.5325],[-90.2625,38.5267],[-90.2648,38.5218],[-90.2652,38.5207],[-90.2667,38.5163],[-90.2705,38.5067],[-90.2739,38.4994],[-90.2756,38.4935],[-90.2773,38.4885],[-90.279,38.4813],[-90.2801,38.474],[-90.2812,38.4676],[-90.2833,38.4555],[-90.2865,38.4464],[-90.2897,38.4397],[-90.2944,38.4322],[-90.2984,38.4254],[-90.3048,38.4194],[-90.3098,38.416],[-90.3147,38.413],[-90.3194,38.4089],[-90.3266,38.4014],[-90.3339,38.3961],[-90.3391,38.3916],[-90.3435,38.3872],[-90.3451,38.3935],[-90.345,38.3972],[-90.3488,38.4072],[-90.3467,38.4167],[-90.3473,38.4194],[-90.3474,38.4348],[-90.3442,38.4434],[-90.3375,38.4496],[-90.3368,38.456],[-90.3402,38.4592],[-90.3443,38.4606],[-90.3466,38.4616],[-90.356,38.4617],[-90.3602,38.46],[-90.3773,38.4562],[-90.3868,38.455],[-90.3903,38.4569],[-90.3919,38.4601],[-90.3954,38.461],[-90.399,38.4593],[-90.4026,38.4571],[-90.4067,38.4567],[-90.4102,38.4581],[-90.4159,38.4627],[-90.4215,38.4751],[-90.4214,38.4774],[-90.4224,38.4824],[-90.4224,38.4833],[-90.4218,38.4832],[-90.4201,38.4837],[-90.4154,38.4818],[-90.4137,38.4813],[-90.4125,38.4822],[-90.4119,38.4822],[-90.4083,38.4839],[-90.4052,38.4884],[-90.4075,38.4912],[-90.4079,38.4962],[-90.4061,38.4984],[-90.406,38.5016],[-90.4089,38.5039],[-90.5906,38.5064],[-90.5918,38.5032],[-90.5967,38.4951],[-90.5998,38.4902],[-90.6041,38.4839],[-90.6084,38.4785],[-90.6143,38.4773],[-90.6189,38.4787],[-90.623,38.481],[-90.6282,38.4847],[-90.6328,38.4884],[-90.6398,38.4922],[-90.6456,38.4927],[-90.6516,38.4905],[-90.6569,38.4883],[-90.6594,38.4811],[-90.6596,38.4734],[-90.6574,38.4698],[-90.6546,38.4638],[-90.6547,38.4598],[-90.6589,38.4571],[-90.6743,38.4505],[-90.6802,38.4497],[-90.6837,38.4511],[-90.683,38.4543],[-90.68,38.4565],[-90.6818,38.4574],[-90.6889,38.4557],[-90.69,38.4567],[-90.6888,38.4585],[-90.6875,38.4625],[-90.6898,38.4653],[-90.6967,38.474],[-90.7037,38.4763],[-90.7096,38.4751],[-90.7125,38.4733],[-90.7161,38.4729],[-90.7172,38.4734],[-90.7165,38.4802],[-90.7194,38.4811],[-90.7282,38.4821],[-90.7358,38.4832],[-90.7319,38.6449],[-90.726,38.648],[-90.7158,38.6533],[-90.7093,38.655],[-90.7069,38.6577],[-90.7045,38.6595],[-90.6961,38.6639],[-90.6848,38.666],[-90.6817,38.6719],[-90.6775,38.6763],[-90.6762,38.6804],[-90.6625,38.6874],[-90.6554,38.6882],[-90.6459,38.6913],[-90.637,38.6916],[-90.6265,38.6896],[-90.616,38.6854],[-90.6018,38.6852],[-90.5641,38.6846],[-90.5558,38.6863],[-90.5463,38.6884],[-90.5374,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Louis\",\"state\":\"MO\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a08e4b07f02db5fa2b3","contributors":{"authors":[{"text":"Spencer, Donald Webster","contributorId":54255,"corporation":false,"usgs":true,"family":"Spencer","given":"Donald","email":"","middleInitial":"Webster","affiliations":[],"preferred":false,"id":202293,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Alexander, Terry W.","contributorId":21193,"corporation":false,"usgs":true,"family":"Alexander","given":"Terry","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":202292,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":6431,"text":"pp1044A - 1978 - The hydrothermal system of Long Valley Caldera, California","interactions":[{"subject":{"id":11262,"text":"ofr77347 - 1977 - The hydrothermal system of Long Valley Caldera, California","indexId":"ofr77347","publicationYear":"1977","noYear":false,"title":"The hydrothermal system of Long Valley Caldera, California"},"predicate":"SUPERSEDED_BY","object":{"id":6431,"text":"pp1044A - 1978 - The hydrothermal system of Long Valley Caldera, California","indexId":"pp1044A","publicationYear":"1978","noYear":false,"chapter":"A","title":"The hydrothermal system of Long Valley Caldera, California"},"id":1}],"lastModifiedDate":"2025-04-17T16:29:27.483672","indexId":"pp1044A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"1044","chapter":"A","title":"The hydrothermal system of Long Valley Caldera, California","docAbstract":"Long Valley caldera, an elliptical depression covering 450 km 2 on the eastern front of the Sierra Nevada in east-central California, contains a hot-water convection system with numerous hot springs and measured and estimated aquifer temperatures at depths of 180?C to 280?C. In this study we have synthesized the results of previous geologic, geophysical, geochemical, and hydrologic investigations of the Long Valley area to develop a generalized conceptual and mathematical model which describes the gross features of heat and fluid flow in the hydrothermal system. \r\n\r\nCenozoic volcanism in the Long Valley region began about 3.2 m.y. (million years) ago and has continued intermittently until the present time. The major event that resulted in the formation of the Long Valley caldera took place about 0.7 m.y. ago with the eruption of 600 km 3 or more of Bishop Tuff of Pleistocene age, a rhyolitic ash flow, and subsequent collapse of the roof of the magma chamber along one or more steeply inclined ring fractures. Subsequent intracaldera volcanism and uplift of the west-central part of the caldera floor formed a subcircular resurgent dome about 10 km in diameter surrounded by a moat containing rhyolitic, rhyodacitic, and basaltic rocks ranging in age from 0.5 to 0.05 m.y. \r\n\r\nOn the basis of gravity and seismic studies, we estimate an aver- age thickness of fill of 2.4 km above the precaldera granitic and metamorphic basement rocks. A continuous layer of densely welded Bishop Tuff overlies the basement rocks, with an average thickness of 1.4 km; the fill above the welded Bishop Tuff consists of intercalated volcanic flows and tuffs and fluvial and lacustrine deposits. Assuming the average grain density of the fill is between 2.45 and 2.65 g/cm 3 , we calculate the average bulk porosity of the total fill as from 0.11 to 0.21. Comparison of published values of porosity of the welded Bishop Tuff exposed southeast of the caldera with calculated values indicates average bulk porosity for the welded tuff (including fracture porosity) from 0.05 to 0.10. Because of its continuity and depth and the likelihood of significant fracture permeability in the more competent rocks such as the welded tuff, our model of the hydrothermal system assumes that the Bishop Tuff provides the principal hot-water reservoir. However, because very little direct information exists from drill holes below 300 m, this assumption must be considered tentative. \r\n\r\nLong Valley caldera is drained by the Owens River and several tributaries which flow into Lake Crowley in the southeast end of the caldera. Streamflow and springflow measurements for water years 1964-74 indicate a total inflow to Lake Crowley of about 10,900 L/s. In contrast, the total discharge of hot water from the hydrothermal reservoir is about 300 L/s. For modeling purposes, the ground-water system is considered as comprising a shallow subsystem in the fill above the densely welded Bishop Tuff containing relatively cold ground water, and a deep subsystem or hydrothermal reservoir in the welded tuff containing relatively hot ground water. Hydrologic, isotopic, and thermal data indicate that recharge to the hydrothermal reservoir occurs in the upper Owens River drainage basin along the western periphery of the caldera. Temperature profiles in a 2.11- km-deep test well drilled by private industry in the southeastern part of the caldera suggest that an additional flux of relatively cool ground water recharges the deep subsystem around the northeast rim. Flow in the shallow ground-water subsystem is neglected in the model except in recharge areas and along Hot Creek gorge, where approximately 80 percent of the hot-water discharge from the hydrothermal reservoir moves upward along faults toward springs in the gorge. \r\n\r\nHeat-flow data from the Long Valley region indicate that the resurgent dome overlies a residual magma chamber more circular in plan than the original magma chamber that supplied the Bishop Tuff","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/pp1044A","usgsCitation":"Sorey, M., Lewis, R.E., and Olmsted, F.H., 1978, The hydrothermal system of Long Valley Caldera, California: U.S. Geological Survey Professional Paper 1044, Report: 60 p.; 1 Plate: 34.00 x 25.00 inches, https://doi.org/10.3133/pp1044A.","productDescription":"Report: 60 p.; 1 Plate: 34.00 x 25.00 inches","costCenters":[],"links":[{"id":33842,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/pp/1044a/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":104540,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_4695.htm","linkFileType":{"id":5,"text":"html"},"description":"4695"},{"id":33841,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/pp/1044a/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":117933,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/pp/1044a/report-thumb.jpg"}],"country":"United States","state":"California","otherGeospatial":"Long Valley Caldera","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -119.0969,\n 37.7778\n ],\n [\n -119.0969,\n 37.5\n ],\n [\n -118.635,\n 37.5\n ],\n [\n -118.635,\n 37.7778\n ],\n [\n -119.0969,\n 37.7778\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a86e4b07f02db64da25","contributors":{"authors":[{"text":"Sorey, M.L.","contributorId":73185,"corporation":false,"usgs":true,"family":"Sorey","given":"M.L.","affiliations":[],"preferred":false,"id":152712,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lewis, Robert Edward","contributorId":73595,"corporation":false,"usgs":true,"family":"Lewis","given":"Robert","email":"","middleInitial":"Edward","affiliations":[],"preferred":false,"id":152713,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Olmsted, F. H.","contributorId":24765,"corporation":false,"usgs":true,"family":"Olmsted","given":"F.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":152711,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":29723,"text":"wri7855 - 1978 - Inflatable straddle packers and associated equipment for hydraulic fracturing and hydrologic testing","interactions":[],"lastModifiedDate":"2018-11-14T09:50:06","indexId":"wri7855","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-55","title":"Inflatable straddle packers and associated equipment for hydraulic fracturing and hydrologic testing","docAbstract":"Independent aquifer testing is the only way to fully understand the hydrology encountered in boreholes intersecting multiple aquifers. The most feasible method to accomplish the testing of multiple aquifer wells is through the use inflatable packers. The straddle packers and associated equipment herein described arE valuable tools for making isolated aquifer tests as well as conducting hydraulic fracturing experiments. The system, due to design, permits multiple tests in a bore-hole without the necessity of tripping in and out of the hole to redress the packers prior to testing each zone. Electronic pressure transducers, the output of which was fed into strip-chart recorders, were used to monitor the zone being tested, as well as to monitor the zones above and below the packers. This was necessary to ensure that no leaking had occurred around the packers, causing hydraulic continuity between the isolated zones.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7855","usgsCitation":"Shuter, E., and Pemberton, R.R., 1978, Inflatable straddle packers and associated equipment for hydraulic fracturing and hydrologic testing: U.S. Geological Survey Water-Resources Investigations Report 78-55, iii, 16 p., https://doi.org/10.3133/wri7855.","productDescription":"iii, 16 p.","numberOfPages":"26","costCenters":[],"links":[{"id":159930,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0055/report-thumb.jpg"},{"id":359407,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0055/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f1e4b07f02db5ee828","contributors":{"authors":[{"text":"Shuter, Eugene","contributorId":93890,"corporation":false,"usgs":true,"family":"Shuter","given":"Eugene","email":"","affiliations":[],"preferred":false,"id":202016,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pemberton, Robert R.","contributorId":8143,"corporation":false,"usgs":true,"family":"Pemberton","given":"Robert","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":202015,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29246,"text":"wri77122 - 1978 - Limnology of Laguna Tortuguero, Puerto Rico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:38","indexId":"wri77122","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-122","title":"Limnology of Laguna Tortuguero, Puerto Rico","docAbstract":"The principal chemical, physical and biological characteristics, and the hydrology of Laguna Tortuguero, Puerto Rico, were studied from 1974-75. The lagoon, with an area of 2.24 square kilometers and a volume of about 2.68 million cubic meters, contains about 5 percent of seawater. Drainage through a canal on the north side averages 0.64 cubic meters per second per day, flushing the lagoon about 7.5 times per year. Chloride and sodium are the principal ions in the water, ranging from 300 to 700 mg/liter and 150 to 400 mg/liter, respectively. Among the nutrients, nitrogen averages about 1.7 mg/liter, exceeding phosphorus in a weight ratio of 170:1. About 10 percent of the nitrogen and 40 percent of the phosphorus entering the lagoon is retained. The bottom sediments, with a volume of about 4.5 million cubic meters, average 0.8 and 0.014 percent nitrogen and phosphorus, respectively. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri77122","usgsCitation":"Quinones-Marquez, F., and Fuste, L.A., 1978, Limnology of Laguna Tortuguero, Puerto Rico: U.S. Geological Survey Water-Resources Investigations Report 77-122, vi, 84 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri77122.","productDescription":"vi, 84 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":123421,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0122/report-thumb.jpg"},{"id":58099,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1977/0122/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b16e4b07f02db6a515c","contributors":{"authors":[{"text":"Quinones-Marquez, Ferdinand","contributorId":79083,"corporation":false,"usgs":true,"family":"Quinones-Marquez","given":"Ferdinand","email":"","affiliations":[],"preferred":false,"id":201212,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Fuste, Luis A.","contributorId":53366,"corporation":false,"usgs":true,"family":"Fuste","given":"Luis","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":201211,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":28914,"text":"wri7848 - 1978 - Hydrology of the Nevin Wetland near Madison, Wisconsin","interactions":[],"lastModifiedDate":"2015-10-21T10:00:02","indexId":"wri7848","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-48","title":"Hydrology of the Nevin Wetland near Madison, Wisconsin","docAbstract":"The 120-acre Nevin wetland at the south edge of Madison, Wis., is a discharge area of the local ground-water system. A hydrologic unit composed of drift and the upper part of an underlying sandstone sequence provides ground-water inflow. Ground water enters as springflow and as leakage upward through the organic wetland soils.
\nThe average annual water budget for the wetland was based on the 3 years 1974 through 1976. Although 1976 and 1975 were years of more than average precipitation, and 1976 was a year of less than average precipitation, the 3-year average precipitation was only slightly less than the long-term average. Inflow was composed of direct precipitation (7 percent), surfacewater inflow from the adjacent uplands (h percent), and ground-water inflow (89 percent). Ground-water inflow included springflow, upward leakage, and flow from artesian wells used in the Nevin State Fish Hatchery and discharged as effluent. Outflow was composed of streamflow (92 percent) and evapotranspiration (8 percent). The amount of water stored in the organic soils varied by only 1 inch during the study. Some ground water flowed beneath the wetland but did not discharge within the study area.
\nNutrients were contained in ground-water inflow, surface-water inflow, and precipitation. Ninety-five percent of the nitrogen that entered the wetland (1974 through 1976) entered in ground-water inflow, which included the hatchery discharge. Two percent was from precipitation, and 3 percent entered in surface-water inflow. Sixty-six percent of the phosphorus input was from ground water, 31 percent from surface water, and 3 percent from precipitation. Some nutrients were retained because only 79 percent as much nitrogen and 93 percent as much phosphorus left the wetland in streamflow as entered it.
\nSediment was also retained. Only 20 percent as much sediment (1974 through 1976) left the wetland in streamflow as entered it. Sediment was deposited where surface-water inflow from upland areas flowed onto the wetland surface and along stream channels.
\nInflows and outflows are quantified, and nutrient and sediment sources are identified, with the result that the effect of proposed land-use changes in the basin can be evaluated. Land-use practices that affect the wetland include drainage, urbanization, and water-supply development. Additional ground-water supplies can be obtained in the basin, but springflow and upward leakage of ground water through the organic soils will decrease.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7848","collaboration":"Prepared in cooperation with the Wisconsin Department of Natural Resources","usgsCitation":"Novitzki, R., 1978, Hydrology of the Nevin Wetland near Madison, Wisconsin: U.S. Geological Survey Water-Resources Investigations Report 78-48, v, 25 p., https://doi.org/10.3133/wri7848.","productDescription":"v, 25 p.","numberOfPages":"30","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":57786,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0048/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":121741,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0048/report-thumb.jpg"}],"country":"United States","state":"Wisconsin","county":"Dane","otherGeospatial":"Nevin Wetland, Nine Springs Creek","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-89.0094,43.286],[-89.0084,43.2555],[-89.0094,43.2],[-89.01,43.1131],[-89.0109,43.0849],[-89.0107,43.0271],[-89.0132,42.9353],[-89.013,42.8762],[-89.0119,42.8471],[-89.132,42.8479],[-89.2488,42.8478],[-89.3689,42.8484],[-89.3688,42.8575],[-89.4832,42.858],[-89.6026,42.8575],[-89.7196,42.8587],[-89.8377,42.8598],[-89.8375,42.9471],[-89.8386,43.0317],[-89.8384,43.1181],[-89.8394,43.205],[-89.8325,43.2123],[-89.825,43.2187],[-89.8175,43.226],[-89.8125,43.2342],[-89.8088,43.2369],[-89.8012,43.2365],[-89.7874,43.2356],[-89.771,43.237],[-89.7579,43.2379],[-89.7529,43.2443],[-89.7485,43.2507],[-89.7391,43.2548],[-89.7259,43.2644],[-89.7171,43.2739],[-89.714,43.2821],[-89.7165,43.2867],[-89.7235,43.2935],[-89.7209,43.2935],[-89.6008,43.2932],[-89.4819,43.2942],[-89.3617,43.2954],[-89.3624,43.2832],[-89.246,43.2834],[-89.1271,43.2827],[-89.0094,43.286]]]},\"properties\":{\"name\":\"Dane\",\"state\":\"WI\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b1be4b07f02db6a8ca0","contributors":{"authors":[{"text":"Novitzki, R.P.","contributorId":73986,"corporation":false,"usgs":true,"family":"Novitzki","given":"R.P.","email":"","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":200611,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":28520,"text":"wri7888 - 1978 - Interpretation of well logs in a carbonate aquifer","interactions":[],"lastModifiedDate":"2013-12-13T14:53:01","indexId":"wri7888","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-88","title":"Interpretation of well logs in a carbonate aquifer","docAbstract":"This report describes the log analysis of the Randolph and Sabial core holes in the Edwards aquifer in Texas, with particular attention to the principles that can be applied generally to any carbonate system. The geologic and hydrologic data were obtained during the drilling of the two holes, from extensive laboratory analysis of the cores, and from numerous geophysical logs run in the two holes. Some logging methods are inherently superiors to others for the analysis of limestone and dolomite aquifers. Three such systems are the dentistry, neutron, and acoustic-velocity (sonic) logs. Most of the log analysis described here is based on the interpretation of suites of logs from these three systems. In certain instances, deeply focused resistivity logs can be used to good advantage in carbonate rock studies; this technique is used to computer the water resistivity in the Randolph core hole. The rocks penetrated by the Randolph core hole are typical of those carbonates that have undergone very little solution by recent ground-water circulation. There are few large solutional openings; the water is saline; and the rocks are dark, dolomitic, have pore space that is interparticle or intercrystalline, and contain unoxidized organic material. The total porosity of rocks in the saline zone is higher than that of rocks in the fresh-water aquifer; however, the intrinsic permeability is much less in the saline zone because there are fewer large solutional openings. The Sabinal core hole penetrates a carbonate environment that has experienced much solution by ground water during recent geologic time. The rocks have high secondary porosities controlled by sedimentary structures within the rock; the water is fresh; and the dominant rock composition is limestone. The relative percentages of limestone and dolomite, the average matrix (grain) densities of the rock mixtures , and the porosity of the rock mass can be calculated from density, neutron, and acoustic logs. With supporting data from resistivity logs, the formation water quality can be estimated, as well as the relative cementation or tortuosity of the rock. Many of these properties calculated from logs can be verified by analysis of the core available from test holes drilled in the saline and fresh water zones.","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7888","usgsCitation":"MacCary, L., 1978, Interpretation of well logs in a carbonate aquifer: U.S. Geological Survey Water-Resources Investigations Report 78-88, iv, 30 p., https://doi.org/10.3133/wri7888.","productDescription":"iv, 30 p.","numberOfPages":"36","costCenters":[],"links":[{"id":159338,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0088/report-thumb.jpg"},{"id":279493,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0088/report.pdf"}],"country":"United States","state":"Texas","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -100.6005,28.7851 ], [ -100.6005,29.9056 ], [ -97.329,29.9056 ], [ -97.329,28.7851 ], [ -100.6005,28.7851 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48c0e4b07f02db53bb94","contributors":{"authors":[{"text":"MacCary, L.M.","contributorId":13200,"corporation":false,"usgs":true,"family":"MacCary","given":"L.M.","email":"","affiliations":[],"preferred":false,"id":199955,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4439,"text":"cir772A - 1978 - The United States Geological Survey in Alaska; organization and status of programs in 1978","interactions":[],"lastModifiedDate":"2012-02-02T00:05:47","indexId":"cir772A","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"772","chapter":"A","title":"The United States Geological Survey in Alaska; organization and status of programs in 1978","docAbstract":"United States Geological Survey projects in Alaska study a wide range of topics of economic and scientific interest. Work done in 1977 includes contributions to economic geology, regional geology, stratigraphy, engineering geology, hydrology, and marine geology. Many maps and reports covering various aspects of the geology and mineral and water resources of the State were published. In addition, the published 1:1,000,000-scale map of the State has been revised in two areas. A bibliography containing 263 reports on Alaska published in 1977 is included. (Woodard-USGS)","language":"ENGLISH","publisher":"Dept. of the Interior, Geological Survey ;\r\ndistributed by Branch of Distribution, U.S. Geological Survey,","doi":"10.3133/cir772A","usgsCitation":"Johnson, K.M., 1978, The United States Geological Survey in Alaska; organization and status of programs in 1978: U.S. Geological Survey Circular 772, iv, p A1-A63; ill., maps ;27 cm. , https://doi.org/10.3133/cir772A.","productDescription":"iv, p A1-A63; ill., maps ;27 cm. ","costCenters":[],"links":[{"id":139535,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1978/0772a/report-thumb.jpg"},{"id":31542,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1978/0772a/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db6734d0","contributors":{"authors":[{"text":"Johnson, Kathleen M. kjohnson@usgs.gov","contributorId":2110,"corporation":false,"usgs":true,"family":"Johnson","given":"Kathleen","email":"kjohnson@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":149139,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":4432,"text":"cir772B - 1978 - The United States Geological Survey in Alaska: Accomplishments during 1977","interactions":[{"subject":{"id":70180237,"text":"70180237 - 1978 - New ages on intrusive rocks and altered zones in the Alaska Peninsula: A section in The United States Geological Survey in Alaska: Accomplishments during 1977","indexId":"70180237","publicationYear":"1978","noYear":false,"title":"New ages on intrusive rocks and altered zones in the Alaska Peninsula: A section in The United States Geological Survey in Alaska: Accomplishments during 1977"},"predicate":"IS_PART_OF","object":{"id":4432,"text":"cir772B - 1978 - The United States Geological Survey in Alaska: Accomplishments during 1977","indexId":"cir772B","publicationYear":"1978","noYear":false,"title":"The United States Geological Survey in Alaska: Accomplishments during 1977"},"id":1},{"subject":{"id":70180239,"text":"70180239 - 1978 - New potassium-argon data on the age of mineralization and metamorphism in the Willow Creek mining district, southern Talkeetna Mountains, Alaska","indexId":"70180239","publicationYear":"1978","noYear":false,"title":"New potassium-argon data on the age of mineralization and metamorphism in the Willow Creek mining district, southern Talkeetna Mountains, Alaska"},"predicate":"IS_PART_OF","object":{"id":4432,"text":"cir772B - 1978 - The United States Geological Survey in Alaska: Accomplishments during 1977","indexId":"cir772B","publicationYear":"1978","noYear":false,"title":"The United States Geological Survey in Alaska: Accomplishments during 1977"},"id":2}],"lastModifiedDate":"2024-11-05T20:26:31.603152","indexId":"cir772B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":307,"text":"Circular","code":"CIR","onlineIssn":"2330-5703","printIssn":"1067-084X","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"772-B","title":"The United States Geological Survey in Alaska: Accomplishments during 1977","docAbstract":"United States Geological Survey projects in Alaska study a wide range of topics of economic and scientific interest. Work done in 1977 includes contributions to economic geology, regional geology, stratigraphy, engineering geology, hydrology, and marine geology. Many maps and reports covering various aspects of the geology and mineral and water resources of the State were published. In addition, the published 1:1,000,000-scale map of the State has been revised in two areas. A bibliography containing 263 reports on Alaska published in 1977 is included.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Washington, D.C.","doi":"10.3133/cir772B","usgsCitation":"1978, The United States Geological Survey in Alaska: Accomplishments during 1977: U.S. Geological Survey Circular 772-B, v, 115 p., https://doi.org/10.3133/cir772B.","productDescription":"v, 115 p.","numberOfPages":"121","costCenters":[{"id":114,"text":"Alaska Science Center","active":true,"usgs":true}],"links":[{"id":463741,"rank":20,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_24025.htm","text":"New geologic map of the Goodnews - Hegemeister Island quadrangles region, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463739,"rank":18,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23885.htm","text":"Generalized physiography and geology of the Beluga coal field and vicinity, south-central Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463738,"rank":17,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23877.htm","text":"Intrusive rocks in the Fairweather Range, Glacier Bay National Monument, Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463737,"rank":16,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23868.htm","text":"Tectonic significance of newly discovered lower Paleozoic strata in the upper Chulitna Valley, south-central Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463736,"rank":15,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23839.htm","text":"An occurrence of parsonite, a secondary uranium mineral, in alaskite of the Wheeler Creek pluton","linkFileType":{"id":5,"text":"html"}},{"id":463735,"rank":14,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23824.htm","text":"Outcrop samples from the continental slope in the western Gulf of Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463734,"rank":13,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23765.htm","text":"Late Paleozoic radiolarians and conodonts found in chert of Big Delta quadrangle","linkFileType":{"id":5,"text":"html"}},{"id":463731,"rank":10,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23676.htm","text":"New geologic map of Ketchikan and Prince Rupert quadrangles, southeastern Alaska","linkFileType":{"id":5,"text":"html"}},{"id":463730,"rank":9,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23654.htm","text":"Surficial geology of the foothills and mountains of NPRA","linkFileType":{"id":5,"text":"html"}},{"id":463729,"rank":8,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23629.htm","text":"Upper Jurassic and Cretaceous rocks of the Kamishak Hills - Douglas River area, lower Cook Inlet"},{"id":463728,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23608.htm","text":"Tertiary sedimentary rocks of the Alaska Peninsula between Pavlof Bay and False Pass; their geologic and petroleum potential","linkFileType":{"id":5,"text":"html"}},{"id":463727,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23602.htm","text":"Kigluaik and Bendeleben faults, Seward Peninsula","linkFileType":{"id":5,"text":"html"}},{"id":463726,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23601.htm","text":"Granite clasts from Upper [Lower] Cretaceous conglomerate in the northwestern Brooks Range","linkFileType":{"id":5,"text":"html"}},{"id":463725,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_23577.htm","text":"Lawsonite in 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Kathleen M. kjohnson@usgs.gov","contributorId":2110,"corporation":false,"usgs":true,"family":"Johnson","given":"Kathleen","email":"kjohnson@usgs.gov","middleInitial":"M.","affiliations":[],"preferred":true,"id":660852,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}} ,{"id":2612,"text":"wsp2050 - 1978 - Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","interactions":[{"subject":{"id":10891,"text":"ofr77276 - 1977 - Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","indexId":"ofr77276","publicationYear":"1977","noYear":false,"title":"Application of digital profile modeling techniques to ground-water solute transport at Barstow, California"},"predicate":"SUPERSEDED_BY","object":{"id":2612,"text":"wsp2050 - 1978 - Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","indexId":"wsp2050","publicationYear":"1978","noYear":false,"title":"Application of digital profile modeling techniques to ground-water solute transport at Barstow, California"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:28","indexId":"wsp2050","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":341,"text":"Water Supply Paper","code":"WSP","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"2050","title":"Application of digital profile modeling techniques to ground-water solute transport at Barstow, California","docAbstract":"This study investigated the use of a two-dimensional profile-oriented water-quality model for the simulation of head and water-quality changes through the saturated thickness of an aquifer. The profile model is able to simulate confined or unconfined aquifers with nonhomogeneous anisotropic hydraulic conductivity, nonhomogeneous specific storage and porosity, and nonuniform saturated thickness. An aquifer may be simulated under either steady or nonsteady flow conditions provided that the ground-water flow path along which the longitudinal axis of the model is oriented does not move in the aquifer during the simulation time period. The profile model parameters are more difficult to quantify than are the corresponding parameters for an areal-oriented water-fluality model. However, the sensitivity of the profile model to the parameters may be such that the normal error of parameter estimation will not preclude obtaining acceptable model results. Although the profile model has the advantage of being able to simulate vertical flow and water-quality changes in a single- or multiple-aquifer system, the types of problems to which it can be applied is limited by the requirements that (1) the ground-water flow path remain oriented along the longitudinal axis of the model and (2) any subsequent hydrologic factors to be evaluated using the model must be located along the land-surface trace of the model. Simulation of hypothetical ground-water management practices indicates that the profile model is applicable to problem-oriented studies and can provide quantitative results applicable to a variety of management practices. In particular, simulations of the movement and dissolved-solids concentration of a zone of degraded ground-water quality near Barstow, Calif., indicate that halting subsurface disposal of treated sewage effluent in conjunction with pumping a line of fully penetrating wells would be an effective means of controlling the movement of degraded ground water.","language":"ENGLISH","publisher":"Dept. of the Interior, Geological Survey : for sale by the Supt. of Docs., U.S. Govt. Print. Off.,","doi":"10.3133/wsp2050","usgsCitation":"Robson, S.G., 1978, Application of digital profile modeling techniques to ground-water solute transport at Barstow, California: U.S. Geological Survey Water Supply Paper 2050, iv, 28 p. :ill., maps (1 fold. in pocket) ;24 cm. --, https://doi.org/10.3133/wsp2050.","productDescription":"iv, 28 p. :ill., maps (1 fold. in pocket) ;24 cm. --","costCenters":[],"links":[{"id":138831,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2050/report-thumb.jpg"},{"id":28899,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2050/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":28900,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2050/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67aa40","contributors":{"authors":[{"text":"Robson, Stanley G.","contributorId":73187,"corporation":false,"usgs":true,"family":"Robson","given":"Stanley","email":"","middleInitial":"G.","affiliations":[],"preferred":false,"id":145493,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":27292,"text":"wri77126 - 1978 - The hydrology of Lake Rousseau, west-central Florida","interactions":[],"lastModifiedDate":"2019-08-05T10:05:56","indexId":"wri77126","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-126","title":"The hydrology of Lake Rousseau, west-central Florida","docAbstract":"Lake Rousseau, about 4 miles southwest of Inglis, Florida, was formed in 1909 by impoundment of the Withlacooche River by Inglis Dam, west of Dunnellon, Florida. The lake was to have been part of the Cross-Florida Barge Canal; a lock and channel associated with the presently inactive project were completed in 1969. Lake Rousseau is about 11 miles long, covers about 4,000 acres, and contains about 34,000 acre-feet of water at the normal pool elevation of 27.5 feet above mean sea level. Inflow to the lake is relatively constant and responds slowly to rainfall. The estimated 100-year peak inflow, 10,400 cubic feet per second, is only 19 percent higher than the 100-year high monthly inflow. Water in Lake Rousseau is a calcium-bicarbonate type and is hard. Mean total phosphorus and organic nitrogen concentrations are considerably lower in Lake Rousseau than in north-central Florida lakes which have been considered to be eutrophic by other investigators, however, the lake supports of prolific aquatic plant community. Dissolved-oxygen concentrations near the water surface are occasionally less than 3 mg/liter. (Woodard-USGS)","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri77126","usgsCitation":"German, E.R., 1978, The hydrology of Lake Rousseau, west-central Florida: U.S. Geological Survey Water-Resources Investigations Report 77-126, 1 Plate: 38.20 x 27.10 inches, https://doi.org/10.3133/wri77126.","productDescription":"1 Plate: 38.20 x 27.10 inches","costCenters":[],"links":[{"id":158773,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1977/0126/report-thumb.jpg"},{"id":366189,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1977/0126/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","otherGeospatial":"Lake Rousseau","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.63504028320312,\n 29.00333620017934\n ],\n [\n -82.44415283203125,\n 29.00333620017934\n ],\n [\n -82.44415283203125,\n 29.05136777451729\n ],\n [\n -82.63504028320312,\n 29.05136777451729\n ],\n [\n -82.63504028320312,\n 29.00333620017934\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a85e4b07f02db64d59d","contributors":{"authors":[{"text":"German, E. 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The papers were presented by members of the U.S. Geological Survey at the International Seminar on Organization and Operation of Hydrologic Services, Ottawa, Canada, July 15-16, 1976, sponsored by the World Meteorological Organization. The first paper, ' Standardization of Hydrologic Measurements, ' by George F. Smoot discusses the need for standardization of the methods and instruments used in measuring hydrologic data. The second paper, ' Use of Earth Satellites for Automation of Hydrologic Data Collection, ' by Richard W. Paulson discusses the use of inexpensive battery-operated radios to transmit realtime hydrologic data to earth satellites and back to ground receiving stations for computer processing. The third paper, ' Operation Hydrometeorological Data-Collection System for the Columbia River, ' by Nicholas A. Kallio discusses the operation of a complex water-management system for a large river basin utilizing the latest automatic telemetry and processing devices. The fourth paper, ' Storage and Retrieval of Water-Resources Data, ' by Charles R. Showen discusses the U.S. Geological Survey 's National Water Data Storage and Retrieval System (WATSTORE) and its use in processing water resources data. The final paper, ' Publication of Water Resources Data, ' by S. M. Lang and C. B. Ham discusses the requirement for publication of water-resources data to meet the needs of a widespread audience and for archival purposes. (See W78-09324 thru W78-09328) (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/cir756","usgsCitation":"Showen, C.R., 1978, Collection, storage, retrieval, and publication of water-resources data: U.S. Geological Survey Circular 756, v, 39 p. :ill., maps ;26 cm. , https://doi.org/10.3133/cir756.","productDescription":"v, 39 p. :ill., maps ;26 cm. ","costCenters":[],"links":[{"id":124229,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1978/0756/report-thumb.jpg"},{"id":30868,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1978/0756/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae89e","contributors":{"authors":[{"text":"Showen, C. R. (compiler)","contributorId":27430,"corporation":false,"usgs":true,"family":"Showen","given":"C.","suffix":"(compiler)","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":147619,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":26436,"text":"wri7889 - 1978 - Hydrologic evaluation of part of central Volusia County, Florida","interactions":[],"lastModifiedDate":"2023-01-11T21:30:08.897838","indexId":"wri7889","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-89","title":"Hydrologic evaluation of part of central Volusia County, Florida","docAbstract":"Municipal wells close to the Atlantic Coast cannot be expected to supply the steadily increasing population of Volusia County, Florida, indefinitely without causing saltwater intrusion problems. Therefore, new wells will be drilled away from the coast. The source of water for the planned artesian aquifer well field will be leakage from the water-table aquifer above. A digital model of the leaky aquifer system indicates that long-term yield of about 20 million gallons per day can be expected without the cone of depression dropping low enough to cause saltwater intrusion. Some types of land development could remove potential recharge from the area. Model tests with decreased leakage indicate that a large amount of potential recharge water would have to be removed from the system to effect an appreciable lowering of the cone of depression. Lowering the recharge potential by 20 percent apparently would have little effect on the cone. Lowering the recharge potential by 60 percent would, according to the model, increase the maximum depth of the cone by 27 percent. Land development that would redistribute potential recharge, rather than drain it away from the system, would have little effect on the aquifer beneath the well field.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7889","usgsCitation":"Bush, P.W., 1978, Hydrologic evaluation of part of central Volusia County, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-89, v, 50 p., https://doi.org/10.3133/wri7889.","productDescription":"v, 50 p.","costCenters":[],"links":[{"id":411746,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_35276.htm","linkFileType":{"id":5,"text":"html"}},{"id":158124,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0089/report-thumb.jpg"},{"id":95601,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0089/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Florida","county":"Volusia County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -81.192,\n 29.2\n ],\n [\n -81.192,\n 29.067\n ],\n [\n -81.133,\n 29.067\n ],\n [\n -81.133,\n 29.2\n ],\n [\n -81.192,\n 29.2\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605642","contributors":{"authors":[{"text":"Bush, P. W.","contributorId":14826,"corporation":false,"usgs":true,"family":"Bush","given":"P.","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":196390,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":43591,"text":"ofr78194 - 1978 - Hydrologic overlay maps of the Orsino Quadrangle, Brevard County, Florida","interactions":[],"lastModifiedDate":"2012-02-02T00:11:02","indexId":"ofr78194","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-194","title":"Hydrologic overlay maps of the Orsino Quadrangle, Brevard County, Florida","language":"ENGLISH","doi":"10.3133/ofr78194","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1978, Hydrologic overlay maps of the Orsino Quadrangle, Brevard County, Florida: U.S. Geological Survey Open-File Report 78-194, 5 maps ;80 x 55 cm. --, https://doi.org/10.3133/ofr78194.","productDescription":"5 maps ;80 x 55 cm. --","costCenters":[],"links":[{"id":169322,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6064df","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228425,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228424,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29056,"text":"wri7827 - 1978 - Hydrologic monitoring of a deep-well waste-injection system near Pensacola, Florida, March 1970 - March 1977","interactions":[],"lastModifiedDate":"2012-02-02T00:08:52","indexId":"wri7827","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-27","title":"Hydrologic monitoring of a deep-well waste-injection system near Pensacola, Florida, March 1970 - March 1977","docAbstract":"This report presents hydraulic and chemical data collected at a deep-well waste-injection system near Pensacola, Florida. Since injection began in July 1963, about 13.3 billion gallons of industrial acidic waste containing nitric acid, inorganic salts and numerous organic compounds have been injected into a saline-water-filled limestone aquifer. Wellhead pressure at two injection wells averaged 180 pounds per square inch in March 1977 and the hydraulic pressure gradient was 0.53 pound per square inch per foot of depth to the top of the injection zone. Increases in pressure since 1970 at two wells used to monitor the injection zone at sites located 1.9 miles north and 1.5 miles south of the injection site have been about 22 and 29 pounds per square inch. The pressure in a shallow monitor well, penetrating the first permeable zone above the 220-foot-thick confining bed, declined about 4 pounds per square inch. No changes were detected in the chemical character of water from the shallow monitor well and the north monitor well, but since late 1973, concentrations of bicarbonate and dissolved organic carbon in water from the south monitor well have increased. (Woodard-USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey, Water Resources Division,","doi":"10.3133/wri7827","usgsCitation":"Pascale, C.A., and Martin, J., 1978, Hydrologic monitoring of a deep-well waste-injection system near Pensacola, Florida, March 1970 - March 1977: U.S. Geological Survey Water-Resources Investigations Report 78-27, iv, 61 p. :ill. ;27 cm., https://doi.org/10.3133/wri7827.","productDescription":"iv, 61 p. :ill. ;27 cm.","costCenters":[],"links":[{"id":119728,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0027/report-thumb.jpg"},{"id":57919,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0027/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db6065d5","contributors":{"authors":[{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200872,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, J.B.","contributorId":32923,"corporation":false,"usgs":true,"family":"Martin","given":"J.B.","email":"","affiliations":[],"preferred":false,"id":200871,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":17894,"text":"ofr78436 - 1978 - Water-resources investigations of the U.S. Geological Survey in Montana, October 1977 through September 1978","interactions":[],"lastModifiedDate":"2023-02-14T22:49:15.915911","indexId":"ofr78436","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-436","title":"Water-resources investigations of the U.S. Geological Survey in Montana, October 1977 through September 1978","docAbstract":"The U.S. Geological Survey was established as an agency in the Department of the Interior on March 3, 1879, 30 years to the day after establishment of the Department itself. The initial purpose of the Survey was to prepare a plan that would secure the best possible results at the least possible cost for surveying and mapping the Territories of the United States. One mission of the Geological Survey is to provide the hydrologic information and understanding needed for the optimum utilization and management of the Nation's water resources for the overall benefit of the people of the United States.
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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78190","collaboration":"Prepared in cooperation with the Brevard County Board of County Commissioners","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1978, Hydrologic overlay maps of the Titusville SW Quadrangle, Brevard County, Florida: U.S. Geological Survey Open-File Report 78-190, 5 Plates: 24.17 x 36.12 inches or smaller, https://doi.org/10.3133/ofr78190.","productDescription":"5 Plates: 24.17 x 36.12 inches or smaller","costCenters":[],"links":[{"id":431636,"rank":6,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0190/sheet-5.pdf","text":"Sheet 5","linkFileType":{"id":1,"text":"pdf"}},{"id":431635,"rank":5,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0190/sheet-4.pdf","text":"Sheet 4","linkFileType":{"id":1,"text":"pdf"}},{"id":431634,"rank":4,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0190/sheet-3.pdf","text":"Sheet 3","linkFileType":{"id":1,"text":"pdf"}},{"id":431633,"rank":3,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0190/sheet-2.pdf","text":"Sheet 2","linkFileType":{"id":1,"text":"pdf"}},{"id":431632,"rank":2,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0190/sheet-1.pdf","text":"Sheet 1","linkFileType":{"id":1,"text":"pdf"}},{"id":168652,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0190/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Brevard County","otherGeospatial":"Titusville SW Quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -80.95578024549009,\n 28.70602324122642\n ],\n [\n -80.95578024549009,\n 27.95243335422809\n ],\n [\n -80.46378179500127,\n 27.95243335422809\n ],\n [\n -80.46378179500127,\n 28.70602324122642\n ],\n [\n -80.95578024549009,\n 28.70602324122642\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db6057a3","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228435,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228434,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":43595,"text":"ofr78192 - 1978 - Hydrologic overlay maps of the Titusville Quadrangle, Brevard County, Florida","interactions":[],"lastModifiedDate":"2024-07-30T18:50:45.021196","indexId":"ofr78192","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-192","title":"Hydrologic overlay maps of the Titusville Quadrangle, Brevard County, Florida","docAbstract":"Brevard County is an area of some 1,300 square miles located on the east coast of central Florida. The Titusville quadrangle, in northern Brevard, includes part of the Atlanta Coastal Ridge, an area of relatively high sand ridges that are generally above 30 feet in altitude (sheet 1). Approximately the western one third of the quadrangle is in relatively low marshlands of the St. Johns River valley. The eastern part of the quadrangle contains estuarine waters of the Indian River and a small portion of the John F. Kennedy Space Center on Merritt Island.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78192","usgsCitation":"Frazee, J.M., and Laughlin, C.P., 1978, Hydrologic overlay maps of the Titusville Quadrangle, Brevard County, Florida: U.S. Geological Survey Open-File Report 78-192, 7 Plates: 24.12 x 36.14 inches or smaller, https://doi.org/10.3133/ofr78192.","productDescription":"7 Plates: 24.12 x 36.14 inches or smaller","costCenters":[],"links":[{"id":431645,"rank":8,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-7.pdf","text":"Sheet 7","linkFileType":{"id":1,"text":"pdf"}},{"id":431644,"rank":7,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-6.pdf","text":"Sheet 6","linkFileType":{"id":1,"text":"pdf"}},{"id":431643,"rank":6,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-5.pdf","text":"Sheet 5","linkFileType":{"id":1,"text":"pdf"}},{"id":431642,"rank":5,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-4.pdf","text":"Sheet 4","linkFileType":{"id":1,"text":"pdf"}},{"id":431641,"rank":4,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-3.pdf","text":"Sheet 3","linkFileType":{"id":1,"text":"pdf"}},{"id":431640,"rank":3,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-2.pdf","text":"Sheet 2","linkFileType":{"id":1,"text":"pdf"}},{"id":431639,"rank":2,"type":{"id":26,"text":"Sheet"},"url":"https://pubs.usgs.gov/of/1978/0192/sheet-1.pdf","text":"Sheet 1","linkFileType":{"id":1,"text":"pdf"}},{"id":168553,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0192/report-thumb.jpg"}],"country":"United States","state":"Florida","county":"Brevard County","otherGeospatial":"Titusville Quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"coordinates\": [\n [\n [\n -80.95578024549009,\n 28.70602324122642\n ],\n [\n -80.95578024549009,\n 27.95243335422809\n ],\n [\n -80.46378179500127,\n 27.95243335422809\n ],\n [\n -80.46378179500127,\n 28.70602324122642\n ],\n [\n -80.95578024549009,\n 28.70602324122642\n ]\n ]\n ],\n \"type\": \"Polygon\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a19e4b07f02db605750","contributors":{"authors":[{"text":"Frazee, James M. Jr.","contributorId":83887,"corporation":false,"usgs":true,"family":"Frazee","given":"James","suffix":"Jr.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":228433,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Laughlin, Charles P.","contributorId":6490,"corporation":false,"usgs":true,"family":"Laughlin","given":"Charles","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":228432,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29057,"text":"wri7897 - 1978 - Hydrologic, geologic, and water-quality data, Ochlockonee River basin area, Florida","interactions":[],"lastModifiedDate":"2024-11-29T16:47:40.579086","indexId":"wri7897","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-97","title":"Hydrologic, geologic, and water-quality data, Ochlockonee River basin area, Florida","docAbstract":"This report presents hydrologic, geologic, and water-quality data collected within the Ochlockonee River basin area, in the panhandle of northwest Florida. The data are presented in graphs and tables. Surface-water data include streamflow measurements and analyses of water collected at 58 sites; ground-water data include descriptions of 360 wells and core holes, analyses of water and hydrographs of selected wells, lithologic logs of 131 wells and test borings, and natural-gamma logs of selected wells ranging in depth from 110 to 1,346 feet. Rainfall and municipal pumpage data also are compiled. Maps show the location of the data-collection sites within the area.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7897","collaboration":"Prepared in cooperation with Gadsden County and Northwest Florida Water Management District","usgsCitation":"Pascale, C.A., Wagner, J.R., and Sohm, J.E., 1978, Hydrologic, geologic, and water-quality data, Ochlockonee River basin area, Florida: U.S. Geological Survey Water-Resources Investigations Report 78-97, Report: vi, 5l5 p.; 2 Figures: 17.08 x 19.88 inches and 16.87 x 19.90 inches, https://doi.org/10.3133/wri7897.","productDescription":"Report: vi, 5l5 p.; 2 Figures: 17.08 x 19.88 inches and 16.87 x 19.90 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acce4b07f02db67e9c8","contributors":{"authors":[{"text":"Pascale, Charles A.","contributorId":99978,"corporation":false,"usgs":true,"family":"Pascale","given":"Charles","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":200875,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Wagner, Jeffrey R.","contributorId":65107,"corporation":false,"usgs":true,"family":"Wagner","given":"Jeffrey","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":200874,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Sohm, James E.","contributorId":52553,"corporation":false,"usgs":true,"family":"Sohm","given":"James","email":"","middleInitial":"E.","affiliations":[],"preferred":false,"id":200873,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":26509,"text":"wri7887 - 1978 - Hydrologic data for Soldier Creek Basin, Kansas","interactions":[],"lastModifiedDate":"2017-12-06T13:06:49","indexId":"wri7887","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"78-87","title":"Hydrologic data for Soldier Creek Basin, Kansas","docAbstract":"Selected hydrologic data collected in the Soldier Creek basin in Kansas are available on magnetic tape in card-image format. Data on the tape include water discharge in fifteen-minute and daily time intervals; rainfall in fifteen-minute and daily time intervals; concentrations and particle sizes of suspended sediment; particle sizes of bed material; ground-water levels; and chemical quality of water in concentrations of selected constituents.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri7887","usgsCitation":"Carswell, W., 1978, Hydrologic data for Soldier Creek Basin, Kansas: U.S. Geological Survey Water-Resources Investigations Report 78-87, iv, 26 p., https://doi.org/10.3133/wri7887.","productDescription":"iv, 26 p.","numberOfPages":"33","costCenters":[{"id":353,"text":"Kansas Water Science Center","active":false,"usgs":true}],"links":[{"id":157848,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1978/0087/report-thumb.jpg"},{"id":349789,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1978/0087/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Kansas","otherGeospatial":"Soldier Creek Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -96,\n 39.07144530820888\n ],\n [\n -95.5426025390625,\n 39.07144530820888\n ],\n [\n -95.5426025390625,\n 39.6667\n ],\n [\n -96,\n 39.6667\n ],\n [\n -96,\n 39.07144530820888\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ec57","contributors":{"authors":[{"text":"Carswell, William J. Jr. carswell@usgs.gov","contributorId":1787,"corporation":false,"usgs":true,"family":"Carswell","given":"William J.","suffix":"Jr.","email":"carswell@usgs.gov","affiliations":[{"id":423,"text":"National Geospatial Program","active":true,"usgs":true}],"preferred":false,"id":196516,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":19444,"text":"ofr78269 - 1978 - Potential sites for a spent unreprocessed fuel facility (SURFF), southwestern part of the Nevada Test Site","interactions":[],"lastModifiedDate":"2022-09-27T16:40:28.485799","indexId":"ofr78269","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"78-269","title":"Potential sites for a spent unreprocessed fuel facility (SURFF), southwestern part of the Nevada Test Site","docAbstract":"In the absence of specific criteria, the topography, geomorphology, and geology of Jackass Flats and vicinity in the southwestern part of the Nevada Test Site are evaluated by arbitrary guidelines for a Spent Unreprocessed Fuel Facility. The guidelines include requirements for surface slopes of less than 5 percent, 61 m of alluvium beneath the site, an area free of active erosion or deposition, lack of faults, a minimum area of 5 km2, no potential for flooding, and as many logistical support facilities as possible.
The geology of the Jackass Flats area is similar to the rest of the Nevada Test Site in topographic relief (305-1,200 m), stratigraphy (complexly folded and faulted Paleozoic sediments overlain by Tertiary ash-flow tuffs and lavas overlain in turn by younger alluvium), and structure (Paleozoic thrust faults and folds, strike-slip faults, proximity to volcanic centers, and Basin and Range normal faults). Of the stratigraphic units at the potential Spent Unreprocessed Fuel Facility site in Jackass Flats, only the thickness and stability of the alluvium are of immediate importance. Basin and Range faults and a possible extension of the Mine Mountain fault need further investigation.
The combination of a slope map and a simplified geologic and physiographic map into one map shows several potential sites for a Spent Unreprocessed Fuel Facility in Jackass Flats. The potential areas have slopes of less than 5 percent and contain only desert pavement or segmented desert pavement--the two physiographic categories having the greatest geomorphic and hydraulic stability.
Before further work can be done, specific criteria for a Spent Unreprocessed Fuel Facility site must be defined. Following criteria definition, potential sites will require detailed topographic and geologic studies, subsurface investigations (including geophysical methods, trenching, and perhaps shallow drilling for faults in alluvium), detailed surface hydrologic studies, and possibly subsurface hydrologic studies.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr78269","usgsCitation":"Hoover, D.L., Eckel, E.B., and Ohl, J.P., 1978, Potential sites for a spent unreprocessed fuel facility (SURFF), southwestern part of the Nevada Test Site: U.S. Geological Survey Open-File Report 78-269, i, 18 p., https://doi.org/10.3133/ofr78269.","productDescription":"i, 18 p.","costCenters":[],"links":[{"id":407416,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1978/0269/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153460,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1978/0269/report-thumb.jpg"}],"country":"United States","state":"Nevada","otherGeospatial":"Nevada Test Site","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -116.74072265625,\n 36.68383870263707\n ],\n [\n -115.91949462890624,\n 36.68383870263707\n ],\n [\n -115.91949462890624,\n 37.118716304960124\n ],\n [\n -116.74072265625,\n 37.118716304960124\n ],\n [\n -116.74072265625,\n 36.68383870263707\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad4e4b07f02db683149","contributors":{"authors":[{"text":"Hoover, D. L.","contributorId":70388,"corporation":false,"usgs":true,"family":"Hoover","given":"D.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":180914,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Eckel, Edwin Butt","contributorId":95861,"corporation":false,"usgs":true,"family":"Eckel","given":"Edwin","email":"","middleInitial":"Butt","affiliations":[],"preferred":false,"id":180915,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ohl, Jane P.","contributorId":104062,"corporation":false,"usgs":true,"family":"Ohl","given":"Jane","email":"","middleInitial":"P.","affiliations":[{"id":595,"text":"U.S. Geological Survey","active":false,"usgs":true}],"preferred":false,"id":180916,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":19629,"text":"ofr77732 - 1978 - Hydrologic data for North Creek, Trinity River basin, Texas, 1976","interactions":[],"lastModifiedDate":"2021-09-17T20:01:27.763994","indexId":"ofr77732","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","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":"77-732","title":"Hydrologic data for North Creek, Trinity River basin, Texas, 1976","docAbstract":"The U.S. Soil Conservation Service is actively engaged in the installation of flood- and soil-erosion reducing structures in Texas under the authority of \"The Flood Control Act of 1936 and 1944\" and Watershed Protection and Flood Prevention Act\" (Public Law 566), as amended. The Soil Conservation Service has found that approximately 3,500 floodwater-retarding structures would be physically and economically feasible in Texas. As of September 30, 1976, 1,673 (corrected figure) of these structures had been built.
This watershed-development program will have varying but important effects on surface- and ground-water resources of river basins, especially where a large number of the floodwater-retarding structures are built. Basic hydrologic data under natural and developed conditions are needed to appraise the effects of the structures on the yield and mode of occurrence of runoff.
During the period 1951-62, the U.S. Geological Survey began hydrologic investigations in 12 small watersheds (fig. 1). As of Sept. 30, 1976, data collection in ten of these study areas has been completed and is now in progress in the remaining two. These studies are being made in cooperation with the Texas Water Development Board, the Soil Conservation Service, the San Antonio River Authority, the city of Dallas, and the Tarrant County Control and Improvement District No. 1. The 12 study areas were chosen to sample watersheds having different rainfall, topography, geology, and soils. In five of the study areas (North, Little Elm, Mukewater, Little Pond-North Elm, and Pin Oak Creeks), streamflow and rainfall records were collected prior to construction of the floodwater-retarding structures, thus affording the opportunity for analyses of the conditions \"before and after\" development. A summary of the development of the floodwater-retarding structures in each study area as of Sept. 30, 1976, is shown in table 1.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr77732","collaboration":"Prepared in cooperation with Tarrant County Water Control and Improvement District No. 1, the Soil Conservation Service, and the Texas Department of Water Resources","usgsCitation":"Kidwell, C., 1978, Hydrologic data for North Creek, Trinity River basin, Texas, 1976: U.S. Geological Survey Open-File Report 77-732, 42 p., https://doi.org/10.3133/ofr77732.","productDescription":"42 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":389447,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1977/0732/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":153168,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1977/0732/report-thumb.jpg"}],"country":"United States","state":"Texas","otherGeospatial":"North Creek, Trinity River basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -98.42033386230469,\n 33.16801930648876\n ],\n [\n -98.250732421875,\n 33.16801930648876\n ],\n [\n -98.250732421875,\n 33.28519397154413\n ],\n [\n -98.42033386230469,\n 33.28519397154413\n ],\n [\n -98.42033386230469,\n 33.16801930648876\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a25e4b07f02db60ed50","contributors":{"authors":[{"text":"Kidwell, C.C.","contributorId":54998,"corporation":false,"usgs":true,"family":"Kidwell","given":"C.C.","email":"","affiliations":[],"preferred":false,"id":181238,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":39588,"text":"pp813J - 1978 - Summary appraisals of the nation's ground-water resources – Great Lakes region","interactions":[],"lastModifiedDate":"2021-12-14T21:28:12.000689","indexId":"pp813J","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1978","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":331,"text":"Professional Paper","code":"PP","onlineIssn":"2330-7102","printIssn":"1044-9612","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"813","chapter":"J","title":"Summary appraisals of the nation's ground-water resources – Great Lakes region","docAbstract":"The Great Lakes Regions, as a whole, has abundant supplies of water. Nearly 805,000 billion cubic feet of water is contained in the Great Lakes. An additional 35,000 billion cubic feet of potable ground water is available from storage in the region. Estimated ground-water discharge to the streams and lakes of the region is 26 billion gallons per day.
\nDespite this abundance of water, the United States part of the Great Lakes basin is faced with many water-related problems, most of which involve water quality and water supply. Other problems concern periods of low flow in streams, preservation of wetlands, detrimental effects of erosion, and flooding. The significance of ground water in these problems is often overlooked.
\nGround water can be an alternative to surface water as a source of supply, or it can be used conjunctively with surface water to provide flexibility in water-supply management. Ground water supplied approximately 1,800 million gallons per day of the 39,900 million gallons. per day used in the Great Lakes Region in 1970. The ground-water contribution was only 4.5 percent of the water used. Thus, ground water represents a potential source of supply for much of the region. It also can be used, where conditions permit, to maintain lake levels and flow in streams, to dilute poor quality surface water, and to maintain or create wetlands and ponds.
\nIn managing water resources, ground water and surface water should be considered parts of a single system. Management includes not only planning and controlling the development but also monitoring the effects of this development. Recent advances in ground-water hydrology have provided methods to resolve some of the development and management questions that formerly slowed the development of ground water.
\nAll of the States in the Great Lakes Region have some regulations to control the development or protect the quality of the ground water. These regulations, however, are not as comprehensive as those governing surface water. Future legislation could be designed to encourage the development of ground water and, at the same time, to protect the resource.
\nEfficient development and management of ground-water resources requires a through knowledge of the system. Reports on ground water are available for about 80 percent of tbe Great Lakes Region. Most of these reports, however, are not sufficiently detailed to be useful in comprehensive planning. As ground-water development continues, quantitative groundwater studies, utilizing models as predictive tools, will enable this development to proceed in an efficient manner.
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