{"pageNumber":"507","pageRowStart":"12650","pageSize":"25","recordCount":16449,"records":[{"id":70015711,"text":"70015711 - 1986 - A boundary element-Random walk model of mass transport in groundwater","interactions":[],"lastModifiedDate":"2025-04-18T16:20:17.386258","indexId":"70015711","displayToPublicDate":"2003-03-27T00:00:00","publicationYear":"1986","noYear":false,"publicationType":{"id":2,"text":"Article"},"publicationSubtype":{"id":10,"text":"Journal Article"},"seriesTitle":{"id":2342,"text":"Journal of Hydrology","active":true,"publicationSubtype":{"id":10}},"title":"A boundary element-Random walk model of mass transport in groundwater","docAbstract":"<p>A boundary element solution to the convective mass transport in groundwater is presented. This solution produces a continuous velocity field and reduces the amount of data preparation time and bookkeeping. </p><p>By combining this solution and the random walk procedure, a convective-dispersive mass transport model is obtained. This model may be easily used to simulate groundwater contamination problems. </p><p>The accuracy of the boundary element model has been verified by reproducing the analytical solution to a two-dimensional convective mass transport problem. The method was also used to simulate a convective-dispersive problem.</p>","language":"English","publisher":"Elsevier","doi":"10.1016/0022-1694(86)90062-4","issn":"00221694","usgsCitation":"Kemblowski, M., 1986, A boundary element-Random walk model of mass transport in groundwater: Journal of Hydrology, v. 85, no. 3-4, p. 305-318, https://doi.org/10.1016/0022-1694(86)90062-4.","productDescription":"14 p.","startPage":"305","endPage":"318","costCenters":[],"links":[{"id":224387,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"volume":"85","issue":"3-4","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"5059e32ce4b0c8380cd45e69","contributors":{"authors":[{"text":"Kemblowski, M.","contributorId":54340,"corporation":false,"usgs":true,"family":"Kemblowski","given":"M.","affiliations":[],"preferred":false,"id":371582,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":133,"text":"wsp2300 - 1986 - National water summary 1985: Hydrologic events and surface-water resources","interactions":[],"lastModifiedDate":"2024-06-28T20:54:00.879651","indexId":"wsp2300","displayToPublicDate":"1994-01-01T07:00:00","publicationYear":"1986","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":"2300","title":"National water summary 1985: Hydrologic events and surface-water resources","docAbstract":"<p>The surface-water resources of the United States, the focal point for this National Water Summary, are extensively developed and managed to provide water supplies, hydroelectric power, navigation, recreational opportunities, and sufficient instream flows to maintain fish and wildlife habitats and adequate water quality. Surface water represents 77 percent of the Nation's total freshwater withdrawals, 65 percent of public supplies, 74 percent of self- supplied industries, excluding thermoelectric power generation, and 60 percent of irrigation. In only 10 States does surface water provide less than half of the total withdrawals.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wsp2300","isbn":"0607690631","usgsCitation":"United States Geological Survey, 1986, National water summary 1985: Hydrologic events and surface-water resources: U.S. Geological Survey Water Supply Paper 2300, ix, 506 p., https://doi.org/10.3133/wsp2300.","productDescription":"ix, 506 p.","numberOfPages":"517","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":351,"text":"Iowa Water Science Center","active":true,"usgs":true},{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true},{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":532,"text":"Pennsylvania Water Science Center","active":true,"usgs":true},{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true},{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true},{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":430610,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25390.htm","linkFileType":{"id":5,"text":"html"}},{"id":136148,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2300/report-thumb.jpg"},{"id":24744,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2300/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -130.67138671875,\n              54.686534234529695\n            ],\n            [\n              -129.9462890625,\n              55.36662484928637\n            ],\n            [\n              -130.1220703125,\n              56.145549500679074\n            ],\n            [\n              -131.9677734375,\n              56.9449741808516\n            ],\n            [\n              -135.3076171875,\n              59.833775202184206\n            ],\n            [\n              -136.38427734375,\n              59.65664225341022\n            ],\n            [\n              -136.6259765625,\n              59.23217626921806\n            ],\n            [\n              -137.52685546875,\n              58.938673187948304\n            ],\n            [\n              -137.65869140625,\n              59.33318942659219\n            ],\n            [\n              -138.8232421875,\n              60.009970961180386\n            ],\n            [\n              -139.21874999999997,\n              60.108670463036\n            ],\n            [\n              -139.04296875,\n              60.403001945865476\n            ],\n            [\n              -139.85595703125,\n              60.337823495982015\n            ],\n            [\n              -140.99853515625,\n              60.337823495982015\n            ],\n            [\n              -141.15234374999997,\n              69.71810669906763\n            ],\n            [\n              -143.4375,\n              70.17020068549206\n            ],\n            [\n              -145.1953125,\n              70.08056215839737\n            ],\n            [\n              -149.765625,\n              70.58341752317065\n            ],\n            [\n              -152.40234375,\n              70.61261423801925\n            ],\n            [\n              -152.314453125,\n              70.95969716686398\n            ],\n            [\n              -157.1484375,\n              71.35706654962706\n            ],\n            [\n              -159.9609375,\n              70.8734913192635\n            ],\n            [\n              -162.0703125,\n              70.31873847853124\n            ],\n            [\n              -163.916015625,\n              69.06856318696033\n            ],\n            [\n              -166.376953125,\n              68.942606818121\n            ],\n            [\n              -166.376953125,\n              68.26938680456564\n            ],\n            [\n              -163.30078125,\n              66.86108230224609\n            ],\n            [\n              -161.982421875,\n              66.47820814385636\n            ],\n            [\n              -163.564453125,\n              66.08936427047088\n            ],\n            [\n              -163.564453125,\n              66.6181218846659\n            ],\n            [\n              -165.76171875,\n              66.40795547978848\n            ],\n            [\n              -168.0908203125,\n              65.69447579373418\n            ],\n            [\n              -166.55273437499997,\n              65.14611484756372\n            ],\n            [\n              -166.904296875,\n              65.05360170595502\n            ],\n            [\n              -166.3330078125,\n              64.41592147626879\n            ],\n            [\n              -162.861328125,\n              64.39693778132846\n            ],\n            [\n              -160.927734375,\n              64.90491004905083\n            ],\n            [\n              -161.0595703125,\n              64.47279382008166\n            ],\n            [\n              -161.4990234375,\n              64.49172504435471\n            ],\n            [\n              -160.8837890625,\n              63.87939001720202\n            ],\n            [\n              -161.1474609375,\n              63.470144746565424\n            ],\n            [\n              -162.6416015625,\n              63.64625919492172\n            ],\n            [\n              -163.212890625,\n              63.05495931065107\n            ],\n            [\n              -164.2236328125,\n              63.37183226679281\n            ],\n            [\n              -166.1572265625,\n              61.75233128411639\n            ],\n            [\n              -165.3662109375,\n              60.54377524118842\n            ],\n            [\n              -167.431640625,\n              60.326947742998414\n            ],\n            [\n              -167.255859375,\n              59.866883195210214\n            ],\n            [\n              -165.8935546875,\n              59.7563950493563\n            ],\n            [\n              -162.68554687499997,\n              59.734253447591364\n            ],\n            [\n              -162.3779296875,\n              60.174306261926034\n            ],\n            [\n              -161.806640625,\n              59.46740794183739\n            ],\n            [\n              -162.0263671875,\n              59.108308258604964\n            ],\n            [\n              -161.806640625,\n              58.768200159239576\n            ],\n            [\n              -162.20214843749997,\n              58.65408464530598\n            ],\n            [\n              -160.83984375,\n              58.44773280389084\n            ],\n            [\n              -159.9609375,\n              58.6769376725869\n            ],\n            [\n              -159.08203125,\n              58.309488840677645\n            ],\n            [\n              -156.88476562499997,\n              58.92733441827545\n            ],\n            [\n              -157.5,\n              58.516651799363785\n            ],\n            [\n              -157.8076171875,\n              57.61010702068388\n            ],\n            [\n              -161.54296875,\n              56.022948079627454\n            ],\n            [\n              -168.6181640625,\n              53.4357192066942\n            ],\n            [\n              -174.9462890625,\n              52.26815737376817\n            ],\n            [\n              -178.2421875,\n              51.83577752045248\n            ],\n            [\n              -173.1884765625,\n              51.590722643120145\n            ],\n            [\n              -162.5537109375,\n              54.23955053156177\n            ],\n            [\n              -155.302734375,\n              55.52863052257191\n            ],\n            [\n              -151.4794921875,\n              57.51582286553883\n            ],\n            [\n              -146.9970703125,\n              60.08676274626006\n            ],\n            [\n              -145.546875,\n              60.21799073323445\n            ],\n            [\n              -144.228515625,\n              59.689926220143356\n            ],\n            [\n              -142.3828125,\n              59.93300042374631\n            ],\n            [\n              -138.3837890625,\n              58.83649009392136\n            ],\n            [\n              -135.6591796875,\n              56.31653672211301\n            ],\n            [\n              -133.2421875,\n              54.521081495443596\n            ],\n            [\n              -130.67138671875,\n              54.686534234529695\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -66.796875,\n              44.902577996288876\n            ],\n            [\n              -67.67578124999999,\n              45.583289756006316\n            ],\n            [\n              -67.939453125,\n              47.57652571374621\n            ],\n            [\n              -69.2578125,\n              47.338822694822\n            ],\n            [\n              -71.19140625,\n              45.27488643704891\n            ],\n            [\n              -75.146484375,\n              44.96479793033101\n            ],\n            [\n              -78.046875,\n              43.644025847699496\n            ],\n            [\n              -79.1015625,\n              43.51668853502906\n            ],\n            [\n              -79.1015625,\n              42.87596410238256\n            ],\n            [\n              -82.68310546875,\n              41.65649719441145\n            ],\n            [\n              -83.14453125,\n              42.049292638686836\n            ],\n            [\n              -83.07861328125,\n              42.374778361114195\n            ],\n            [\n              -82.529296875,\n              42.601619944327965\n            ],\n            [\n              -82.24365234375,\n              43.6599240747891\n            ],\n            [\n              -82.41943359375,\n              45.058001435398275\n            ],\n            [\n              -83.60595703125,\n              45.85941212790755\n            ],\n            [\n              -83.49609375,\n              46.027481852486645\n            ],\n            [\n              -83.7158203125,\n              46.164614496897094\n            ],\n            [\n              -83.95751953125,\n              46.07323062540835\n            ],\n            [\n              -84.24316406249999,\n              46.558860303117164\n            ],\n            [\n              -84.72656249999999,\n              46.558860303117164\n            ],\n            [\n              -84.90234375,\n              46.92025531537451\n            ],\n            [\n              -88.41796875,\n              48.3416461723746\n            ],\n            [\n              -89.3408203125,\n              47.96050238891509\n            ],\n            [\n              -90.76904296874999,\n              48.122101028190805\n            ],\n            [\n              -90.87890625,\n              48.22467264956519\n            ],\n            [\n              -91.51611328125,\n              48.10743118848039\n            ],\n            [\n              -92.2412109375,\n              48.37084770238366\n            ],\n            [\n              -92.39501953125,\n              48.23930899024907\n            ],\n            [\n              -92.94433593749999,\n              48.61838518688487\n            ],\n            [\n              -93.44970703125,\n              48.63290858589535\n            ],\n            [\n              -94.7021484375,\n              48.748945343432936\n            ],\n            [\n              -94.833984375,\n              49.23912083246698\n            ],\n            [\n              -95.1416015625,\n              49.396675075193976\n            ],\n            [\n              -95.20751953125,\n              49.009050809382046\n            ],\n            [\n              -123.22265625000001,\n              48.99463598353405\n            ],\n            [\n              -123.0908203125,\n              48.80686346108517\n            ],\n            [\n              -123.24462890625,\n              48.66194284607006\n            ],\n            [\n              -123.1787109375,\n              48.32703913063476\n            ],\n            [\n              -124.78271484375,\n              48.472921272487824\n            ],\n            [\n              -124.93652343749999,\n              48.16608541901253\n            ],\n            [\n              -124.365234375,\n              46.58906908309182\n            ],\n            [\n              -124.541015625,\n              44.15068115978094\n            ],\n            [\n              -124.93652343749999,\n              42.69858589169842\n            ],\n            [\n              -124.541015625,\n              41.22824901518529\n            ],\n            [\n              -124.73876953125,\n              40.43022363450862\n            ],\n            [\n              -124.03564453125,\n              39.35129035526705\n            ],\n            [\n              -124.01367187499999,\n              38.8225909761771\n            ],\n            [\n              -122.05810546875,\n              36.12012758978146\n            ],\n            [\n              -120.95947265624999,\n              34.88593094075317\n            ],\n            [\n              -120.80566406250001,\n              34.08906131584994\n            ],\n            [\n              -118.21289062499999,\n              32.2313896627376\n            ],\n            [\n              -117.22412109375,\n              32.54681317351514\n            ],\n            [\n              -114.78515624999999,\n              32.713355353177555\n            ],\n            [\n              -114.78515624999999,\n              32.491230287947594\n            ],\n            [\n              -110.98388671874999,\n              31.3348710339506\n            ],\n            [\n              -108.21533203125,\n              31.297327991404266\n            ],\n            [\n              -108.2373046875,\n              31.765537409484374\n            ],\n            [\n              -106.435546875,\n              31.765537409484374\n            ],\n            [\n              -104.9853515625,\n              30.600093873550072\n            ],\n            [\n              -104.47998046875,\n              29.592565403314087\n            ],\n            [\n              -103.20556640625,\n              28.94086176940557\n            ],\n            [\n              -102.65625,\n              29.76437737516313\n            ],\n            [\n              -102.3486328125,\n              29.84064389983441\n            ],\n            [\n              -101.49169921875,\n              29.7453016622136\n            ],\n            [\n              -100.83251953125,\n              29.267232865200878\n            ],\n            [\n              -100.30517578125,\n              28.246327971048842\n            ],\n            [\n              -99.60205078124999,\n              27.586197857692664\n            ],\n            [\n              -99.47021484375,\n              27.31321389856826\n            ],\n            [\n              -99.228515625,\n              26.52956523826758\n            ],\n            [\n              -98.2177734375,\n              26.05678288577881\n            ],\n            [\n              -97.75634765625,\n              26.03704188651584\n            ],\n            [\n              -97.44873046875,\n              25.839449402063185\n            ],\n            [\n              -97.20703125,\n              25.93828707492375\n            ],\n            [\n              -96.8994140625,\n              26.194876675795218\n            ],\n            [\n              -96.78955078125,\n              27.858503954841247\n            ],\n            [\n              -93.75732421875,\n              29.420460341013133\n            ],\n            [\n              -90.2197265625,\n              28.998531814051795\n            ],\n            [\n              -88.22021484375,\n              29.05616970274342\n            ],\n            [\n              -87.91259765625,\n              30.14512718337613\n            ],\n            [\n              -86.5283203125,\n              30.183121842195515\n            ],\n            [\n              -85.2978515625,\n              29.49698759653577\n            ],\n            [\n              -84.13330078125,\n              29.80251790576445\n            ],\n            [\n              -82.81494140625,\n              28.555576049185973\n            ],\n            [\n              -83.21044921875,\n              27.800209937418252\n            ],\n            [\n              -82.77099609375,\n              26.941659545381516\n            ],\n            [\n              -82.08984375,\n              25.878994400196202\n            ],\n            [\n              -81.5625,\n              25.264568475331583\n            ],\n            [\n              -82.28759765625,\n              24.467150664739002\n            ],\n            [\n              -82.0458984375,\n              24.046463999666567\n            ],\n            [\n              -80.6396484375,\n              24.56710835257599\n            ],\n            [\n              -79.78271484375,\n              25.34402602913433\n            ],\n            [\n              -79.60693359375,\n              27.27416111737468\n            ],\n            [\n              -80.68359375,\n              30.713503990354965\n            ],\n            [\n              -80.66162109375,\n              31.50362930577303\n            ],\n            [\n              -76.81640625,\n              34.07086232376631\n            ],\n            [\n              -75.16845703124999,\n              35.263561862152095\n            ],\n            [\n              -75.498046875,\n              37.055177106660814\n            ],\n            [\n              -73.58642578125,\n              39.90973623453719\n            ],\n            [\n              -71.3671875,\n              40.84706035607122\n            ],\n            [\n              -69.63134765625,\n              40.9964840143779\n            ],\n            [\n              -70.0048828125,\n              42.342305278572816\n            ],\n            [\n              -70.3564453125,\n              42.89206418807337\n            ],\n            [\n              -67.2802734375,\n              44.37098696297173\n            ],\n            [\n              -67.0166015625,\n              44.69989765840318\n            ],\n            [\n              -66.796875,\n              44.902577996288876\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -155.56640625,\n              18.771115062337024\n            ],\n            [\n              -154.68749999999997,\n              19.642587534013032\n            ],\n            [\n              -156.9287109375,\n              21.453068633086783\n            ],\n            [\n              -159.521484375,\n              22.43134015636061\n            ],\n            [\n              -160.5322265625,\n              21.983801417384697\n            ],\n            [\n              -159.9609375,\n              21.207458730482642\n            ],\n            [\n              -158.291015625,\n              20.92039691397189\n            ],\n            [\n              -156.97265625,\n              19.932041306115536\n            ],\n            [\n              -155.9619140625,\n              18.8543103618898\n            ],\n            [\n              -155.56640625,\n              18.771115062337024\n            ]\n          ]\n        ]\n      }\n    },\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -67.060546875,\n              18.020527657852337\n            ],\n            [\n              -66.2255859375,\n              17.916022703877665\n            ],\n            [\n              -65.6103515625,\n              17.97873309555617\n            ],\n            [\n              -65.2587890625,\n              18.124970639386515\n            ],\n            [\n              -65.5224609375,\n              18.458768120015126\n            ],\n            [\n              -66.11572265625,\n              18.542116654448996\n            ],\n            [\n              -66.95068359374999,\n              18.60460138845525\n            ],\n            [\n              -67.34619140625,\n              18.542116654448996\n            ],\n            [\n              -67.2802734375,\n              17.99963161491187\n            ],\n            [\n              -67.060546875,\n              18.020527657852337\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b00e4b07f02db698381","contributors":{"compilers":[{"text":"Moody, David W.","contributorId":84729,"corporation":false,"usgs":true,"family":"Moody","given":"David","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":573889,"contributorType":{"id":3,"text":"Compilers"},"rank":1},{"text":"Chase, Edith B.","contributorId":11192,"corporation":false,"usgs":true,"family":"Chase","given":"Edith","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":573890,"contributorType":{"id":3,"text":"Compilers"},"rank":2},{"text":"Aronson, David A.","contributorId":89112,"corporation":false,"usgs":true,"family":"Aronson","given":"David","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":573891,"contributorType":{"id":3,"text":"Compilers"},"rank":3}],"authors":[{"text":"United States Geological Survey","contributorId":128013,"corporation":true,"usgs":false,"organization":"United States Geological Survey","id":905269,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15052,"text":"ofr8666 - 1986 - Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1985 water year","interactions":[],"lastModifiedDate":"2012-02-02T00:07:03","indexId":"ofr8666","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-66","title":"Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1985 water year","docAbstract":"The computed annual yield and deficiency of the subbasins as defined in the Arkansas River Compact, Arkansas-Oklahoma, are given in tables. Actual runoff from the subbasins and depletion caused by major reservoirs in the compact area are also given in tabular form. Monthly, maximum, minimum, and mean discharges are shown for the 14 streamflow stations used in computing annual yield. Water-quality data are shown for four sites in the compact area. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr8666","usgsCitation":"Moore, M.A., and Lamb, T., 1986, Annual yield and selected hydrologic data for the Arkansas River Basin compact, Arkansas-Oklahoma, 1985 water year: U.S. Geological Survey Open-File Report 86-66, iv, 39 p. ;28 cm., https://doi.org/10.3133/ofr8666.","productDescription":"iv, 39 p. ;28 cm.","costCenters":[],"links":[{"id":147730,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0066/report-thumb.jpg"},{"id":43967,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0066/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac8e4b07f02db67b6df","contributors":{"authors":[{"text":"Moore, M. A.","contributorId":84767,"corporation":false,"usgs":true,"family":"Moore","given":"M.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":170486,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Lamb, T.E.","contributorId":58272,"corporation":false,"usgs":true,"family":"Lamb","given":"T.E.","email":"","affiliations":[],"preferred":false,"id":170485,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":28008,"text":"wri844353 - 1986 - Three-dimensional model simulation of steady-state ground-water flow in the Albuquerque-Belen Basin, New Mexico","interactions":[],"lastModifiedDate":"2012-02-02T00:08:41","indexId":"wri844353","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-4353","title":"Three-dimensional model simulation of steady-state ground-water flow in the Albuquerque-Belen Basin, New Mexico","docAbstract":"As part of the Southwest Alluvial Basins study, model was constructed to simulate the alluvial aquifer system underlying the Albuquerque-Belen Basin. The model was used to simulate the steady-state flow condition assumed to have existed prior to 1960. Until this time there apparently were no long-term groundwater level changes of a significant magnitude outside the immediate vicinity of Albuquerque. Therefore, the construction of a steady-state flow model of the aquifer system based on reported hydrologic data predating 1960 was justified. During construction of the steady-state model, simulated hydraulic conductivity values were adjusted, within acceptable physical limits, until a best fit between measured or reported and computed heads at 34 control wells was achieved. The modeled area was divided into six sub-areas, or zones, within each of which hydraulic conductivity was assumed to be uniform. The model consisted of six layers for each of which simulated transmissivity was proportional to the layer thickness. Adjustments to simulated hydraulic conductivity values in the different zones resulted in final values that ranged from a low of 0.25 ft/day in the west to 50 ft/day in the eastern part of the basin. The error of the simulation, defined as the absolute difference between the computed and the measured or reported water level at the corresponding point in the physical system being modeled, ranged from 0.6 ft to 36 ft, with an average of 14.6 ft for the 34 control wells. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri844353","usgsCitation":"Kernodle, J.M., and Scott, W.B., 1986, Three-dimensional model simulation of steady-state ground-water flow in the Albuquerque-Belen Basin, New Mexico: U.S. Geological Survey Water-Resources Investigations Report 84-4353, v, 58 p. :ill., maps ;28 cm., https://doi.org/10.3133/wri844353.","productDescription":"v, 58 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":158694,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1984/4353/report-thumb.jpg"},{"id":56833,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1984/4353/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b06e4b07f02db69a2fe","contributors":{"authors":[{"text":"Kernodle, J. M.","contributorId":81139,"corporation":false,"usgs":true,"family":"Kernodle","given":"J.","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":199059,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Scott, W. B.","contributorId":87887,"corporation":false,"usgs":true,"family":"Scott","given":"W.","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":199060,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":1409,"text":"wsp2278 - 1986 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","interactions":[{"subject":{"id":19013,"text":"ofr84461 - 1984 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho","indexId":"ofr84461","publicationYear":"1984","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River Plain, Idaho"},"predicate":"SUPERSEDED_BY","object":{"id":1409,"text":"wsp2278 - 1986 - Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","indexId":"wsp2278","publicationYear":"1986","noYear":false,"title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:18","indexId":"wsp2278","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"2278","title":"Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho","docAbstract":"A nonlinear, least-squares regression technique for the estimation of ground-water flow model parameters was applied to the regional aquifer underlying the eastern Snake River Plain, Idaho. The technique uses a computer program to simulate two-dimensional, steady-state ground-water flow. Hydrologic data for the 1980 water year were used to calculate recharge rates, boundary fluxes, and spring discharges. Ground-water use was estimated from irrigated land maps and crop consumptive-use figures. These estimates of ground-water withdrawal, recharge rates, and boundary flux, along with leakance, were used as known values in the model calibration of transmissivity. Leakance values were adjusted between regression solutions by comparing model-calculated to measured spring discharges. In other simulations, recharge and leakance also were calibrated as prior-information regression parameters, which limits the variation of these parameters using a normalized standard error of estimate. \r\n\r\nResults from a best-fit model indicate a wide areal range in transmissivity from about 0.05 to 44 feet squared per second and in leakance from about 2.2x10 -9 to 6.0 x 10 -8 feet per second per foot. Along with parameter values, model statistics also were calculated, including the coefficient of correlation between calculated and observed head (0.996), the standard error of the estimates for head (40 feet), and the parameter coefficients of variation (about 10-40 percent). Additional boundary flux was added in some areas during calibration to achieve proper fit to ground-water flow directions. Model fit improved significantly when areas that violated model assumptions were removed. It also improved slightly when y-direction (northwest-southeast) transmissivity values were larger than x-direction (northeast-southwest) transmissivity values. The model was most sensitive to changes in recharge, and in some areas, to changes in transmissivity, particularly near the spring discharge area from Milner Dam to King Hill.","language":"ENGLISH","publisher":"U.S. G.P.O. ;\r\nFor sale by the Distribution Branch, Text Products Section, U.S. Geological Survey,","doi":"10.3133/wsp2278","usgsCitation":"Garabedian, S.P., 1986, Application of a parameter-estimation technique to modeling the regional aquifer underlying the eastern Snake River plain, Idaho: U.S. Geological Survey Water Supply Paper 2278, iv, 60 p. :ill., maps ;28 cm.; 4 plates in pocket, https://doi.org/10.3133/wsp2278.","productDescription":"iv, 60 p. :ill., maps ;28 cm.; 4 plates in pocket","costCenters":[],"links":[{"id":138002,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2278/report-thumb.jpg"},{"id":26500,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26501,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26502,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26503,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2278/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":26504,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2278/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67ab19","contributors":{"authors":[{"text":"Garabedian, Stephen P.","contributorId":91090,"corporation":false,"usgs":true,"family":"Garabedian","given":"Stephen","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":143703,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":15077,"text":"ofr86493 - 1986 - Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1985","interactions":[],"lastModifiedDate":"2012-02-02T00:07:04","indexId":"ofr86493","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-493","title":"Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1985","docAbstract":"This report, the twelfth in a series of annual reports presenting hydrologic data collected from the area of the Tennessee-Tombigbee Waterway, covers the fiscal year ending September 30, 1985. The Waterway, under construction since the early 1970s, was completed in January 1985. Included are data on groundwater levels and quality; surface water stage, discharge, and quality; and disposal area water levels, water quality, and rainfall. These data were obtained at the request of the U.S. Army Corps of Engineers, Mobile and Nashville Districts, as part of comprehensive programs to monitor the hydrologic effects of construction and operation of the Waterway. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86493","usgsCitation":"Morris, F., 1986, Hydrologic monitoring in the area of the Tennessee-Tombigbee Waterway, Mississippi-Alabama, fiscal year 1985: U.S. Geological Survey Open-File Report 86-493, v, 311 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86493.","productDescription":"v, 311 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148725,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0493/report-thumb.jpg"},{"id":43990,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0493/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ae4b07f02db606681","contributors":{"authors":[{"text":"Morris, Fred III","contributorId":103693,"corporation":false,"usgs":true,"family":"Morris","given":"Fred","suffix":"III","email":"","affiliations":[],"preferred":false,"id":170529,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":119,"text":"wsp2246 - 1986 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","interactions":[{"subject":{"id":7250,"text":"ofr83208 - 1983 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"ofr83208","publicationYear":"1983","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"predicate":"SUPERSEDED_BY","object":{"id":119,"text":"wsp2246 - 1986 - Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","indexId":"wsp2246","publicationYear":"1986","noYear":false,"title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas"},"id":1}],"lastModifiedDate":"2017-08-31T16:50:44","indexId":"wsp2246","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"2246","title":"Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas","docAbstract":"<p>Data obtained during a hydrologic study of the Price River basin, Utah, are used to describe seasonal variations off low of springs, relation between ground water and surface water, hydraulic properties of the ground-water reservoir, ground-water recharge and discharge, flood characteristics of streams, mineralogic composition and depositional rates of sediments, nutrient and inorganic loading in streams and Scofield Reservoir, and water budgets for selected basins. Additional study and monitoring are needed to detect possible hydrologic changes caused by coal mining.</p><p>Much of the ground-water discharge from the Star Point Sandstone in the Mesaverde Group in the Wasatch Plateau occurs along faults. In the Book Cliffs, where faulting is less extensive, most of the ground-water discharge is from the Flagstaff Limestone. The Flagstaff Limestone is greatly diffusive, has a small storage coefficient, and contains water which is perched.</p><p>Springs issuing from the Star Point Sandstone in the Mud Creek drainage (Wasatch Plateau) had recession indexes greater than 365 days per log cycle. Springs issuing at higher altitudes from the Colton Formation and the Flagstaff Limestone in the Soldier Creek area (Book Cliffs) have great seasonal variability, with recession indexes ranging from 24 to 115 days per log cycle. Estimated transmissivities in the Soldier Creek area ranged from 0.003 foot squared per day in the lower part of the Castlegate Sandstone to 0.07 foot squared per day in the Price River Formation.</p><p>Seepage from the Star Point Sandstone is the major contributor to base flow of the stream in Eccles Canyon (Wasatch Plateau). Gains of as much as 230 gallons per minute occurred near a fault zone which crosses Eccles Canyon at the junction with South Fork Canyon. </p><p>The potentiometric surface of water in the Blackhawk Formation in the Wasatch Plateau (Mud Creek drainage) and the Book Cliffs (Soldier Creek area) generally is above the coal zones, and dewatering will be necessary in most places during mining. The total reported mine discharge during 1980 was about 2,800 acre-feet.</p><p>During the 1980 water year, ground-water discharge from the Flagstaff Limestone contributed about 4,400 acre-feet, or 41 percent of the combined streamflow of Coal, Soldier, and Dugout Creeks. Discharge from the Blackhawk and other formations contributed about 2,200 acrefeet, or 21 percent of the streamflow. The recharge to a 4,020-acre outcrop of the Flagstaff Limestone in the Soldier Creek area was determined from measurements of the discharge of springs and seepage gains in streams. The estimated recharge was 2 inches per year, or 12 percent of the April 1 snowpack, or 9 percent of the precipitation during 1980. </p><p>Benthic-diversity indexes at streams in the Book Cliffs and Wasatch Plateau are related to the size of the bed material. The Shannon-Weiner diversity index for five sites in the Mud Creek drainage ranged from 1.57 to 4.'20 during four sampling periods in 1979-80. In the Soldier Creek drainage, the diversity index for four sampling sites ranged from 0.8 to 2.3 during three sampling periods in 1979-80.</p><p>Sediment deposition in Scofield Reservoir during 1943-79 was estimated to be 3,000 acre-feet but most of the coal deposition in the reservoir occurred prior to about 1950. An anaerobic zone develops in the reservoir during the summer, but water in the reservoir completely mixes during late summer or early fall. </p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp2246","collaboration":"Prepared in cooperation with the U.S. Bureau of Land Management","usgsCitation":"Waddell, K., Dodge, J., Darby, D., and Theobald, S., 1986, Hydrology of the Price River basin, Utah, with emphasis on selected coal-field areas: U.S. Geological Survey Water Supply Paper 2246, Report: vi, 51 p.; Plate: 38.00 in x 33.50 in., https://doi.org/10.3133/wsp2246.","productDescription":"Report: vi, 51 p.; Plate: 38.00 in x 33.50 in.","numberOfPages":"59","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":136417,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2246/report-thumb.jpg"},{"id":24721,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2246/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":24720,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wsp/2246/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Utah","otherGeospatial":"Price River Basin","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdb83","contributors":{"authors":[{"text":"Waddell, K.M.","contributorId":59009,"corporation":false,"usgs":true,"family":"Waddell","given":"K.M.","email":"","affiliations":[],"preferred":false,"id":141957,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dodge, J.E.","contributorId":21133,"corporation":false,"usgs":true,"family":"Dodge","given":"J.E.","email":"","affiliations":[],"preferred":false,"id":141958,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Darby, D.W.","contributorId":49333,"corporation":false,"usgs":true,"family":"Darby","given":"D.W.","email":"","affiliations":[],"preferred":false,"id":141959,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Theobald, S.M.","contributorId":51270,"corporation":false,"usgs":true,"family":"Theobald","given":"S.M.","email":"","affiliations":[],"preferred":false,"id":141960,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":14591,"text":"ofr86534 - 1986 - Aquifer-nomenclature guidelines","interactions":[],"lastModifiedDate":"2012-02-02T00:06:59","indexId":"ofr86534","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-534","title":"Aquifer-nomenclature guidelines","docAbstract":"Guidelines and recommendations for naming aquifers are presented to assist authors of geohydrological reports in the United States Geological Survey, Water Resources Division. The hierarchy of terms that is used for water- yielding rocks from largest to smallest is aquifer system, aquifer, and zone. If aquifers are named, the names should be derived from lithologic terms, rock-stratigraphic units, or geographic names. The following items are not recommended as sources of aquifer names: time-stratigraphic names, relative position, alphanumeric designations, depositional environment, depth of occurrence, acronyms, and hydrologic conditions. Confining units should not be named unless doing so clearly promotes understanding of a particular aquifer system. Sources of names for confining units are similar to those for aquifer names, i.e. lithologic terms, rock-stratigraphic units or geographic names. Examples of comparison charts and tables that are used to define the geohydrologic framework are included. Aquifers are defined in 11 hypothetical examples that characterize geohydrologic settings throughout the country. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86534","usgsCitation":"Laney, R., and Davidson, C., 1986, Aquifer-nomenclature guidelines: U.S. Geological Survey Open-File Report 86-534, vi, 46 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86534.","productDescription":"vi, 46 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148209,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0534/report-thumb.jpg"},{"id":43259,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0534/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac5e4b07f02db679ef8","contributors":{"authors":[{"text":"Laney, R. L.","contributorId":83889,"corporation":false,"usgs":true,"family":"Laney","given":"R. L.","affiliations":[],"preferred":false,"id":169706,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Davidson, C.B.","contributorId":54215,"corporation":false,"usgs":true,"family":"Davidson","given":"C.B.","email":"","affiliations":[],"preferred":false,"id":169705,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}}
,{"id":12005,"text":"ofr86403W - 1986 - Data on the solute concentration within the subsurface flows of Little Lost Man Creek in response to a transport experiment, Redwood National Park, northwest California","interactions":[],"lastModifiedDate":"2012-02-02T00:06:35","indexId":"ofr86403W","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-403","chapter":"W","title":"Data on the solute concentration within the subsurface flows of Little Lost Man Creek in response to a transport experiment, Redwood National Park, northwest California","docAbstract":"A solute transport experiment was conducted on a 327-m reach of Little Lost Man Creek, a small stream in Humboldt County, California. Solutes were injected for 20 days. Chloride was used as a conservative tracer; lithium, potassium, and strontium were used as reactive tracers. In addition, nitrate and phosphate were added as biological reactants. Eighteen shallow wells were dug along the length of the study reach, 1-10 m laterally from the edge of the stream. The wells and sites in the stream were monitored for the injected solutes during and after the injection. Solute concentrations in the wells and stream are indicative of transport properties of stream and subsurface channel flow. This report presents the results of the analyses of the well samples and chemical data relevant to the interpretation of hydrological and chemical interaction between the stream and adjacent channel subsurface flows in the streambed. Calculations of the percentage of streamwater in the wellwater were made from conservative tracer measurements. The composition of wellwater ranged from 47% to 100% streamwater with most values above 90%. The time for water to travel from the beginning of the study reach to the wells was approximately three times as great as the travel time in the stream at the same distance down the reach. The three conclusions that can be drawn are (1) water in the stream exchanges extensively with water in the rest of the channel; (2) the interstitial water in the channel gravels achieves almost the same composition as the stream; and (3) under low flow conditions the stream gravels contain a significant portion of the stream volume. Plots of normalized chloride, lithium, and strontium concentrations at three stream sites are included. (Author 's abstract)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86403W","usgsCitation":"Zellweger, G.W., Kennedy, V.C., Bencala, K., Avanzino, R., Jackman, A.P., and Triska, F., 1986, Data on the solute concentration within the subsurface flows of Little Lost Man Creek in response to a transport experiment, Redwood National Park, northwest California: U.S. Geological Survey Open-File Report 86-403, 69 p.; 1 v. (various foliations) :ill., map ;28 cm., https://doi.org/10.3133/ofr86403W.","productDescription":"69 p.; 1 v. (various foliations) :ill., map ;28 cm.","costCenters":[],"links":[{"id":145087,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0403w/report-thumb.jpg"},{"id":39998,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0403w/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac7e4b07f02db67b1fb","contributors":{"authors":[{"text":"Zellweger, Gary W.","contributorId":71171,"corporation":false,"usgs":true,"family":"Zellweger","given":"Gary","email":"","middleInitial":"W.","affiliations":[],"preferred":false,"id":164636,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Kennedy, V. C.","contributorId":46080,"corporation":false,"usgs":true,"family":"Kennedy","given":"V.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164633,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Bencala, K.E.","contributorId":105312,"corporation":false,"usgs":true,"family":"Bencala","given":"K.E.","email":"","affiliations":[],"preferred":false,"id":164637,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Avanzino, R.J.","contributorId":37336,"corporation":false,"usgs":true,"family":"Avanzino","given":"R.J.","affiliations":[],"preferred":false,"id":164632,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Jackman, A. P.","contributorId":46957,"corporation":false,"usgs":true,"family":"Jackman","given":"A.","email":"","middleInitial":"P.","affiliations":[],"preferred":false,"id":164634,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Triska, F.J.","contributorId":69560,"corporation":false,"usgs":true,"family":"Triska","given":"F.J.","email":"","affiliations":[],"preferred":false,"id":164635,"contributorType":{"id":1,"text":"Authors"},"rank":6}]}}
,{"id":14482,"text":"ofr86488 - 1986 - Hydrologic data for the Weldon Spring radioactive waste-disposal sites, St. Charles County, Missouri; 1984-1986","interactions":[],"lastModifiedDate":"2012-02-02T00:07:04","indexId":"ofr86488","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-488","title":"Hydrologic data for the Weldon Spring radioactive waste-disposal sites, St. Charles County, Missouri; 1984-1986","docAbstract":"Hydrologic and water quality data were collected during an investigation of the Weldon Spring radioactive waste disposal sites and surroundings area in St. Charles County, Missouri, from 1984 to 1986. The data consists of water quality analyses of samples collected from 45 groundwater and 27 surface water sites. This includes analyses of water from four raffinate pits and from the Weldon Spring quarry. Also included in the report are the results of a seepage run on north flowing tributaries to Dardenne Creek from Kraut Run to Crooked Creek. Mean daily discharge from April 1985 to April 1986 is given for two springs located about 1.5 mi north of the chemical plant. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86488","usgsCitation":"Kleeschulte, M., Emmett, L.F., and Barks, J., 1986, Hydrologic data for the Weldon Spring radioactive waste-disposal sites, St. Charles County, Missouri; 1984-1986: U.S. Geological Survey Open-File Report 86-488, v, 61 p. :ill., maps ;28 cm., https://doi.org/10.3133/ofr86488.","productDescription":"v, 61 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":148862,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0488/report-thumb.jpg"},{"id":21221,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0488/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":21222,"rank":401,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0488/plate-2.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":21223,"rank":402,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0488/plate-3.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":21224,"rank":403,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/1986/0488/plate-4.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":43176,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0488/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db6081b6","contributors":{"authors":[{"text":"Kleeschulte, M. J.","contributorId":73222,"corporation":false,"usgs":true,"family":"Kleeschulte","given":"M. J.","affiliations":[],"preferred":false,"id":169530,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Emmett, L. F.","contributorId":43332,"corporation":false,"usgs":true,"family":"Emmett","given":"L.","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":169529,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Barks, J.H.","contributorId":107710,"corporation":false,"usgs":true,"family":"Barks","given":"J.H.","email":"","affiliations":[],"preferred":false,"id":169531,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":4377,"text":"cir1002 - 1986 - Regional Aquifer-System Analysis Program of the U.S. Geological Survey: Summary of projects, 1978-84","interactions":[],"lastModifiedDate":"2017-02-22T12:18:12","indexId":"cir1002","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"1002","title":"Regional Aquifer-System Analysis Program of the U.S. Geological Survey: Summary of projects, 1978-84","docAbstract":"<p>The Regional Aquifer-System Analysis Program of the U.S. Geological Survey was initiated in 1978 as a result of specifications of the appropriations bill of the 95th Congress, prompted by the 1977 drought. The purpose of this program is to define the regional hydrology and geology and to establish a framework of background information of geology, hydrology, and geochemistry of the Nation's important aquifer systems. This information is critically needed to develop an understanding of ground-water flow systems, and to support better ground-water resources management.</p><p>As of 1984, investigations of seven regional aquifer systems were completed, nine regional aquifer systems were still being studied, and three new studies were started. This report summarizes the status of each investigation of the regional aquifer systems under the program from 1978 through 1984. The nature of the summaries differs somewhat from study to study. For those studies which either have been completed or are near completion, summaries of results are presented. For projects that are not near completion or have just been started, discussions may be brief and focus on problem issues or hydrogeologic conditions</p><p>&nbsp;All reports resulting from the study as of 1984 are listed at the end of each summary. A list of project chiefs and their offices is also included in the report for those who are interested in obtaining additional information.</p>","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/cir1002","usgsCitation":"1986, Regional Aquifer-System Analysis Program of the U.S. Geological Survey: Summary of projects, 1978-84: U.S. Geological Survey Circular 1002, xv, 264 p., https://doi.org/10.3133/cir1002.","productDescription":"xv, 264 p.","numberOfPages":"282","costCenters":[{"id":610,"text":"Utah Water Science Center","active":true,"usgs":true}],"links":[{"id":31486,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/circ/1986/1002/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124270,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/circ/1986/1002/report-thumb.jpg"}],"country":"United States","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a2ce4b07f02db613fa4","contributors":{"editors":[{"text":"Sun, Ren Jen","contributorId":68721,"corporation":false,"usgs":true,"family":"Sun","given":"Ren","email":"","middleInitial":"Jen","affiliations":[],"preferred":false,"id":670303,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":30438,"text":"wri854318 - 1986 - Areal and temporal variations in the quality of surface water in hydrologic accounting unit 120301, Upper Trinity River basin, Texas","interactions":[],"lastModifiedDate":"2016-08-10T10:29:04","indexId":"wri854318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-4318","title":"Areal and temporal variations in the quality of surface water in hydrologic accounting unit 120301, Upper Trinity River basin, Texas","docAbstract":"<p>Hydrologic Accounting Unit 120301 is located in north-central Texas and includes that part of the Trinity River basin upstream from the National Stream Quality Accounting Network station 08062700, Trinity River at Trinidad, Texas. Normal annual precipitation ranges from about 28 inches in the western part of the basin to almost 40 inches in the eastern part. The population of the upper Trinity River basin was nearly 3 million in 1980. Total water use in 1980 was approximately 826,000 acre-feet, of which 90 percent was obtained from surface-water resources.</p>\n<p>Mean discharges for most stations in the study area during the 1973-82 water years were significantly larger than mean discharges for the period of record. Mean discharges throughout most of the study area during the 1982 water year were more than 300 percent of the long-term mean flow.</p>\n<p>Water in the upper Trinity River basin upstream of the Dallas-Fort Worth metroplex is generally a calcium bicarbonate type water. In the West Fork Trinity River downstream from Fort Worth and the main stem of the Trinity River from Dallas to Trinidad, the water is a mixed sodium calcium bicarbonate type water. Average dissolved-solids concentrations during the study period ranged from 174 milligrams per liter in the Elm Fork Trinity River near Lewisville to 682 milligrams per liter in Mountain Creek near Cedar Hill. Discharge-weighted average dissolved-solids concentrations during 1973-82 water years ranged from 165 milligrams per liter in the Elm Fork Trinity River near Lewisville to 416 milligrams per liter at Mountain Creek near Cedar Hill.</p>\n<p>Daily dissolved-solids loads increased from 225 tons at West Fork Trinity River at Beach Street, Fort Worth, to 2,410 tons in the Trinity River at Trinidad. In the 450 square miles of intervening drainage area between West Fork Trinity River at Beach Street, Fort Worth, and West Fork Trinity River at Grand Prairie, the average daily dissolved-solids load increased by 305 tons.</p>\n<p>Upstream of the municipal waste effluents in the Dallas-Fort Worth metroplex, average dissolved-oxygen concentrations generally exceed 7.0 milligrams per liter, average dissolved-oxygen percent-saturation values generally exceed 70 percent, and average biochemical oxygen demand concentrations generally were less than 4.0 milligrams per liter. Downstream of the municipal waste effluents, average dissolved-oxygen concentrations generally did not exceed 5.0 milligrams per liter, average dissolved-oxygen percent-saturation values generally were less than 50 percent, and average biochemical oxygen demand concentrations generally were greater than 12.0 milligrams per liter.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri854318","usgsCitation":"Wells, F.C., Rawson, J., and Shelby, W.J., 1986, Areal and temporal variations in the quality of surface water in hydrologic accounting unit 120301, Upper Trinity River basin, Texas: U.S. Geological Survey Water-Resources Investigations Report 85-4318, ix, 135 p., https://doi.org/10.3133/wri854318.","productDescription":"ix, 135 p.","numberOfPages":"145","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":124032,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1985/4318/report-thumb.jpg"},{"id":59216,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1985/4318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abce4b07f02db67359e","contributors":{"authors":[{"text":"Wells, Frank C.","contributorId":80664,"corporation":false,"usgs":true,"family":"Wells","given":"Frank","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":203251,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rawson, Jack","contributorId":18345,"corporation":false,"usgs":true,"family":"Rawson","given":"Jack","affiliations":[],"preferred":false,"id":203250,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Shelby, Wanda J.","contributorId":173579,"corporation":false,"usgs":false,"family":"Shelby","given":"Wanda","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":203249,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13989,"text":"ofr85649 - 1986 - Distributed information system (water fact sheet)","interactions":[],"lastModifiedDate":"2012-02-02T00:06:50","indexId":"ofr85649","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-649","title":"Distributed information system (water fact sheet)","docAbstract":"During 1982-85, the Water Resources Division (WRD) of the U.S. Geological Survey (USGS) installed over 70 large minicomputers in offices across the country to support its mission in the science of hydrology. These computers are connected by a communications network that allows information to be shared among computers in each office. The computers and network together are known as the Distributed Information System (DIS). The computers are accessed through the use of more than 1500 terminals and minicomputers. The WRD has three fundamentally different needs for computing: data management; hydrologic analysis; and administration. Data management accounts for 50% of the computational workload of WRD because hydrologic data are collected in all 50 states, Puerto Rico, and the Pacific trust territories. Hydrologic analysis consists of 40% of the computational workload of WRD. Cost accounting, payroll, personnel records, and planning for WRD programs occupies an estimated 10% of the computer workload. The DIS communications network is shown on a map. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85649","usgsCitation":"Harbaugh, A., 1986, Distributed information system (water fact sheet): U.S. Geological Survey Open-File Report 85-649, 2 p. :map ;28 cm., https://doi.org/10.3133/ofr85649.","productDescription":"2 p. :map ;28 cm.","costCenters":[],"links":[{"id":145989,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0649/report-thumb.jpg"},{"id":42631,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0649/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b24e4b07f02db6ae759","contributors":{"authors":[{"text":"Harbaugh, A.W.","contributorId":15208,"corporation":false,"usgs":true,"family":"Harbaugh","given":"A.W.","email":"","affiliations":[],"preferred":false,"id":168746,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13950,"text":"ofr84746 - 1986 - Application of seismic-refraction techniques to hydrologic studies","interactions":[{"subject":{"id":13950,"text":"ofr84746 - 1986 - Application of seismic-refraction techniques to hydrologic studies","indexId":"ofr84746","publicationYear":"1986","noYear":false,"title":"Application of seismic-refraction techniques to hydrologic studies"},"predicate":"SUPERSEDED_BY","object":{"id":4687,"text":"twri02D2 - 1988 - Application of seismic-refraction techniques to hydrologic studies","indexId":"twri02D2","publicationYear":"1988","noYear":false,"title":"Application of seismic-refraction techniques to hydrologic studies"},"id":1}],"supersededBy":{"id":4687,"text":"twri02D2 - 1988 - Application of seismic-refraction techniques to hydrologic studies","indexId":"twri02D2","publicationYear":"1988","noYear":false,"title":"Application of seismic-refraction techniques to hydrologic studies"},"lastModifiedDate":"2019-10-14T12:23:41","indexId":"ofr84746","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"84-746","title":"Application of seismic-refraction techniques to hydrologic studies","docAbstract":"<p>During the past 30 years, seismic-refraction methods have been used extensively in petroleum, mineral, and engineering investigations, and to some extent for hydrologic applications. Recent advances in equipment, sound sources, and computer interpretation techniques make seismic refraction a highly effective and economical means of obtaining subsurface data in hydrologic studies. Aquifers that can be defined by one or more high seismic-velocity surfaces, such as (1) alluvial or glacial deposits in consolidated rock valleys, (2) limestone or sandstone underlain by metamorphic or igneous rock, or (3) saturated unconsolidated deposits overlain by unsaturated unconsolidated deposits,<br>are ideally suited for applying seismic-refraction methods. These methods allow the economical collection of subsurface data, provide the basis for more efficient collection of data by test drilling or aquifer tests, and result in improved hydrologic studies.</p><p>This manual briefly reviews the basics of seismic-refraction theory and principles. It emphasizes the use of this technique in hydrologic investigations and describes the planning, equipment, field procedures, and intrepretation techniques needed for this type of study.</p><p>Examples of the use of seismic-refraction techniques in a wide variety of hydrologic studies are presented.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr84746","usgsCitation":"Haeni, F., 1986, Application of seismic-refraction techniques to hydrologic studies: U.S. Geological Survey Open-File Report 84-746, x, 144 p., https://doi.org/10.3133/ofr84746.","productDescription":"x, 144 p.","numberOfPages":"158","costCenters":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":147107,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1984/0746/report-thumb.jpg"},{"id":359242,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1984/0746/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ac6e4b07f02db67a892","contributors":{"authors":[{"text":"Haeni, F.P.","contributorId":87105,"corporation":false,"usgs":true,"family":"Haeni","given":"F.P.","affiliations":[],"preferred":false,"id":168688,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":236,"text":"wsp2290 - 1986 - Selected papers in the hydrologic sciences, 1986","interactions":[],"lastModifiedDate":"2024-01-25T19:18:10.492559","indexId":"wsp2290","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"2290","title":"Selected papers in the hydrologic sciences, 1986","docAbstract":"West Point Reservoir is a multiple-purpose project on the Chattahoochee River about 112 river kilometers downstream from Atlanta on the Alabama-Georgia border. Urbanization has placed large demands on the Chattahoochee River, and water quality below Atlanta was degraded even before impoundment. Water-quality, bottom-sediment, and fish-tissue samples were collected from the reservoir to determine whether water-quality problems have occurred subsequent to impoundment. \r\n\r\nSevere hypolimnetic oxygen deficiency occurred in the reservoir following thermal stratification in the spring of 1978 and 1979. During stratified periods, concentrations of dissolved iron and manganese in the hypolimnion at the dam pool ranged from 0 to 7,700 and 30 to 2,000 micrograms per liter, respectively. \r\n\r\nDuring thermally stratified periods, phytoplankton standing crops in the upper lentic section of the reservoir ranged from 39,000 to 670,000 cells per milliliter. A maximum algal growth potential value (U.S. Geological Survey method) of 48.0 milligrams per liter was obtained at the uppermost data-collection station. The primary growth-limiting nutrients were nitrogen in the Iotic section and phosphorus in the lentic section. \r\n\r\nThe highest measured concentrations of volatile solids and total iron, manganese, phosphorus, and organic carbon in sediments occurred in the lentic section of the reservoir, where bottom sediments consist mainly of silt and clay. Polychlorinated biphenyls and chlordane concentrations in the bottom sediments were as high as 740 and 210 micrograms per kilogram, respectively. Concentrations of polychlorinated biphenyls and chlordane in fish tissue ranged from 19 to 3,800 and 6.0 to 280 micrograms per kilogram, respectively.","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wsp2290","usgsCitation":"1986, Selected papers in the hydrologic sciences, 1986: U.S. Geological Survey Water Supply Paper 2290, v, 154 p., https://doi.org/10.3133/wsp2290.","productDescription":"v, 154 p.","costCenters":[{"id":436,"text":"National Research Program - Eastern Branch","active":true,"usgs":true},{"id":37277,"text":"WMA - Earth System Processes Division","active":true,"usgs":true}],"links":[{"id":424721,"rank":5,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25414.htm","text":"Recent growth of Gulkana Glacier, Alaska Range, and its relation to glacier-fed river runoff","linkFileType":{"id":5,"text":"html"},"description":"25414"},{"id":421144,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25324.htm","text":"Estimating stream-aquifer interactions in coal areas of eastern Kansas by using stream-flow records","linkFileType":{"id":5,"text":"html"},"description":"25324"},{"id":13682,"rank":2,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wsp/wsp2290/","linkFileType":{"id":5,"text":"html"}},{"id":424722,"rank":6,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25484.htm","text":"Aqueous geochemistry of the Bradys Hot Springs geothermal area, Churchill County, Nevada","linkFileType":{"id":5,"text":"html"},"description":"25484"},{"id":424723,"rank":7,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25573.htm","text":"Channel widening characteristics and bank slope development along a reach of Cane Creek, west Tennessee","linkFileType":{"id":5,"text":"html"},"description":"25573"},{"id":136528,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":424720,"rank":4,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_25378.htm","text":"Limnology of West Point Reservoir, Georgia and Alabama","linkFileType":{"id":5,"text":"html"},"description":"25378"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a8fe4b07f02db6553a5","contributors":{"editors":[{"text":"Subitzky, Seymour","contributorId":99111,"corporation":false,"usgs":true,"family":"Subitzky","given":"Seymour","email":"","affiliations":[],"preferred":false,"id":749878,"contributorType":{"id":2,"text":"Editors"},"rank":1}]}}
,{"id":30078,"text":"wri864011 - 1986 - Simulation of mine drainage for preliminary development of oil shale and associated minerals, Piceance basin, northwestern Colorado","interactions":[],"lastModifiedDate":"2012-02-02T00:08:54","indexId":"wri864011","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4011","title":"Simulation of mine drainage for preliminary development of oil shale and associated minerals, Piceance basin, northwestern Colorado","docAbstract":"The Piceance basin of northwestern Colorado contains large resources of oil shale, nahcolite, and dawsonite. Development of these minerals will require drainage of water from mines. A six-layer hydrologic model of the basin was prepared to simulate mine drainage for mineral development. Streams and major tributaries were simulated as head-dependent nodes. Stream nodes were gaining or losing, but the rate of loss was constrained by the leakance of the streambed and the stream stage. Springs also were simulated as head-dependent nodes that stop flowing if the aquifer head declines below the spring orifice. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/wri864011","usgsCitation":"Taylor, O., 1986, Simulation of mine drainage for preliminary development of oil shale and associated minerals, Piceance basin, northwestern Colorado: U.S. Geological Survey Water-Resources Investigations Report 86-4011, iv, 25 p. :ill., maps ;28 cm. 1 over-size sheet, https://doi.org/10.3133/wri864011.","productDescription":"iv, 25 p. :ill., maps ;28 cm. 1 over-size sheet","costCenters":[],"links":[{"id":159509,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4011/report-thumb.jpg"},{"id":58888,"rank":400,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1986/4011/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":58889,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4011/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f7e4b07f02db5f22c6","contributors":{"authors":[{"text":"Taylor, O. James","contributorId":23958,"corporation":false,"usgs":true,"family":"Taylor","given":"O. James","affiliations":[],"preferred":false,"id":202638,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11983,"text":"ofr8664 - 1986 - Climatic data for Williams Lake, Hubbard County, Minnesota, 1984","interactions":[],"lastModifiedDate":"2018-04-02T11:33:54","indexId":"ofr8664","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-64","title":"Climatic data for Williams Lake, Hubbard County, Minnesota, 1984","docAbstract":"<p>Research on the hydrology of Williams Lake, north-central Minnesota includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer studies, including: water-surface temperature, dry-bulb and wet-bulb air temperatures, wind speed, precipitation, and solar and atmospheric radiation. Data are collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Lakewood, CO","doi":"10.3133/ofr8664","usgsCitation":"Sturrock, A., Rosenberry, D., Scarborough, J., and Winter, T.C., 1986, Climatic data for Williams Lake, Hubbard County, Minnesota, 1984: U.S. Geological Survey Open-File Report 86-64, iv, 63 p., https://doi.org/10.3133/ofr8664.","productDescription":"iv, 63 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":143765,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0064/report-thumb.jpg"},{"id":39976,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0064/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","county":"Hubbard County","otherGeospatial":"Williams Lake","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4884e4b07f02db518a7d","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164517,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Rosenberry, D.O. 0000-0003-0681-5641","orcid":"https://orcid.org/0000-0003-0681-5641","contributorId":38500,"corporation":false,"usgs":true,"family":"Rosenberry","given":"D.O.","affiliations":[],"preferred":true,"id":164518,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164519,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164516,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":13853,"text":"ofr85676 - 1986 - Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1984","interactions":[],"lastModifiedDate":"2017-06-14T10:55:01","indexId":"ofr85676","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-676","title":"Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1984","docAbstract":"<p>Hydrologic investigations of urban watersheds in Texas were begun by the U.S. Geological Survey in 1954. Studies are now in progress in Austin, and Houston. Studies have been completed in the Dallas, Fort Worth, and San Antonio areas.</p>\n<p>The Geological Survey, in cooperation with the Texas Department of Water Reources, began hydrologic studies in the Austin urban area in 1954. In cooperation with the city of Austin, the program was expanded in 1975 to include additional streamflow and rainfall gaging stations, and the collection of surface water-quality data. In 1978, the program was expanded to include a ground-water resources study of the South Austin metropolitan area in the Balcones Fault Zone.</p>\n<p>The objectives of the Austin urban hydrology study are as follows:</p>\n<ol>\n<li>To determine, on the basis of historical data and hydrologic analyses, the magnitude and frequency of flood peaks and flood volume.</li>\n<li>To determine the effect of urban development on flood peaks and volume.</li>\n<li>To determine the variations in water quality during different seasons and flow conditions in representative watersheds with various types of urban development.</li>\n<li>To quantitatively appraise the ground-water resources of the Edwards aquifer in hydraulic circulation with Barton Springs, the effect of urbanization on the quality and quantity of recharge and discharge, and the extent of contamination in the aquifer.</li>\n</ol>\n<p>This report presents the basic hydrologic data collected in the Austin urban area for the 1984 water year (Oct. 1, 1983 to Sept. 30, 1984). Additional explanations of terms related to streamflow, water quality, and other hydrologic data used in this report are defined in the U.S. Geological Survey annual report Water Resources Data for Texas, TX-84-3, 1984.</p>","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/ofr85676","collaboration":"Prepared in cooperation with the City of Austin","usgsCitation":"Gordon, J., Pate, D., and Dorsey, M., 1986, Hydrologic data for urban studies in the Austin metropolitan area, Texas, 1984: U.S. Geological Survey Open-File Report 85-676, v, 92 p., https://doi.org/10.3133/ofr85676.","productDescription":"v, 92 p.","numberOfPages":"96","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":42458,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0676/report.pdf","text":"Report","size":"2.78 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"},{"id":144365,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0676/report-thumb.jpg"}],"country":"United States","state":"Texas","city":"Austin","geographicExtents":"{\n  \"type\": \"FeatureCollection\",\n  \"features\": [\n    {\n      \"type\": \"Feature\",\n      \"properties\": {},\n      \"geometry\": {\n        \"type\": \"Polygon\",\n        \"coordinates\": [\n          [\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              29.991812888666043\n            ],\n            [\n              -97.38006591796874,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              30.615459280672667\n            ],\n            [\n              -98.09280395507812,\n              29.991812888666043\n            ]\n          ]\n        ]\n      }\n    }\n  ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1ce4b07f02db608097","contributors":{"authors":[{"text":"Gordon, J.D.","contributorId":26684,"corporation":false,"usgs":true,"family":"Gordon","given":"J.D.","email":"","affiliations":[],"preferred":false,"id":168504,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Pate, D.L.","contributorId":87145,"corporation":false,"usgs":true,"family":"Pate","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":168506,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Dorsey, M.E.","contributorId":73997,"corporation":false,"usgs":true,"family":"Dorsey","given":"M.E.","email":"","affiliations":[],"preferred":false,"id":168505,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13824,"text":"ofr86318 - 1986 - Sediment data for computation of deposition rates in the tidal Potomac system, Maryland and Virginia","interactions":[],"lastModifiedDate":"2012-02-02T00:06:43","indexId":"ofr86318","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-318","title":"Sediment data for computation of deposition rates in the tidal Potomac system, Maryland and Virginia","docAbstract":"Sixty-two cores ranging in length from 33 to 1002 cm were collected from the tidal Potomac system and from selected tributaries downstream from the local head-of-tides between June 1978 and July 1981. Segments from selected depths below the sediment surface have been analyzed for a variety of constituents, including lead-210, trace metals, nutrients, and particle size. The core sites were positioned throughout the hydrologic divisions and geomorphic units of the tidal Potomac system and in water depths ranging from 1 to 30 cm. Cores collected by divers were mostly for historical deposition-rate computations. Vibra cores, as much as 12 m long, were collected primarily to provide data on long-term (pre-historical) sedimentation rates and conditions. Benthos cores were used to provide samples rapidly in locations where divers were not available. Alpha counting methods were used to determine the polonium-210 radioactivity and secular equilibrium was assumed between lead-210 and polonium-210. The alpha decay of polonium-210 provides a measure of the lead-210 radioactivity of the lead-210 produced by in-situ decay of radium-226 in the sediment column (background lead-210) and the lead-210 from external sources (unsupported lead-210). Only the unsupported lead-210 was used in computations of the deposition rate. The count error is based on the counting statistics alone and varies from 3 to 5% of the total number of counts. The background level of lead-210 in tidal Potomac system sediment cores usually is based on in-situ measurements of total lead-210 at depths below which no unsupported lead-210 is believed to be present, and the lead-210 concentrations are relatively constant. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86318","usgsCitation":"Glenn, J., Martin, E., and Rice, C.A., 1986, Sediment data for computation of deposition rates in the tidal Potomac system, Maryland and Virginia: U.S. Geological Survey Open-File Report 86-318, iv, 73 p. :maps ;28 cm., https://doi.org/10.3133/ofr86318.","productDescription":"iv, 73 p. :maps ;28 cm.","costCenters":[],"links":[{"id":145177,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0318/report-thumb.jpg"},{"id":42419,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0318/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0be4b07f02db5fc08e","contributors":{"authors":[{"text":"Glenn, J.L.","contributorId":81099,"corporation":false,"usgs":true,"family":"Glenn","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":168459,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Martin, E.A.","contributorId":44148,"corporation":false,"usgs":true,"family":"Martin","given":"E.A.","email":"","affiliations":[],"preferred":false,"id":168458,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Rice, C. A.","contributorId":106116,"corporation":false,"usgs":true,"family":"Rice","given":"C.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":168460,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
,{"id":13242,"text":"ofr86317 - 1986 - January 1986 water levels, and data related to water-level changes, western and south-central Kansas","interactions":[],"lastModifiedDate":"2012-02-02T00:06:56","indexId":"ofr86317","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-317","title":"January 1986 water levels, and data related to water-level changes, western and south-central Kansas","docAbstract":"Hydrologic data related to water level measurements were made in observation wells in western and south-central Kansas. The measurements were made in midwinter when pumping was minimal and water levels had recovered, for the most part, from the effects of pumping during the previous irrigation season. Annual hydrologic data are provided for relating water-level changes from a ' base-reference year ' (predevelopment year), a year of abnormally large amounts of rainfall and minimum pumpage (1966 or 1974), and each of 7 consecutive years of measurement (1980-86). The ' base-reference year ' is designated as 1940 for the southwestern area, 1944 for the south-central area, and 1950 for the northwestern, west-central, and Equus beds areas. Data also are provided for relating the average annual water level changes, saturated thicknesses of the deposits, and percentage changes in saturated thickness. (USGS)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr86317","usgsCitation":"Dague, B., 1986, January 1986 water levels, and data related to water-level changes, western and south-central Kansas: U.S. Geological Survey Open-File Report 86-317, iv, 165 p. :ill. ;28 cm., https://doi.org/10.3133/ofr86317.","productDescription":"iv, 165 p. :ill. ;28 cm.","costCenters":[],"links":[{"id":146922,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0317/report-thumb.jpg"},{"id":41627,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0317/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49fae4b07f02db5f4069","contributors":{"authors":[{"text":"Dague, B.J.","contributorId":45723,"corporation":false,"usgs":true,"family":"Dague","given":"B.J.","affiliations":[],"preferred":false,"id":167458,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13235,"text":"ofr862 - 1986 - Application of the aerial profiling of terrain system","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr862","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-2","title":"Application of the aerial profiling of terrain system","docAbstract":"Test well Ch-Bf 146 was drilled to 1,650 ft below land surface to explore and evaluate the Patapsco Formation aquifers deeper than 1,000 ft in the Waldorf/La Plata area of Charles County, Maryland. The test hole penetrated two major aquifer systems above a depth of 1,000 ft and another major aquifer system and aquifer below 1,000 ft. The deepest aquifer system found in the test drilling, the Lower Patapsco aquifer system, is comprised of a group of sands which lie between 1,140 ft and the base of the Patapsco Formation at 1,417 ft. The Waldorf aquifer system, overlies the Upper Patapsco aquifer system and includes sands in the Waldorf/La Plata area that are referred to as the ' Magothy aquifer ' by other. At the test well site, the Waldorf aquifer system consists solely of sands in the Magothy and Monmouth Formations. The three major aquifer systems and the Middle Patapsco aquifer are correlative along the regional strike for at least 10 miles in the Waldorf/La Plata area. Correlations of geophysical logs indicate that individual sands 15 to 25 ft thick can be traced between wells. Geophysical log correlations also indicate that, at some well sites, the Waldorf aquifer system and the Upper Patapsco aquifer system are in sand-on-sand contact and function as one major hydrologic system at these sites. A production well (Ch-Bf 147) was drilled at the site of the test well (Ch-Bf 146). The initial static water level of these aquifers was 9.8 ft below sea level. Evaluation of the 24-hr pumping test of Ch-Bf 147 resulted in a transmissivity of 14,000 gpd/ft (gallons per day per foot) for the first 2 hours of the test and 7,300 gpd/ft for the remainder of the test. The decrease of 6,700 gpd/ft in the transmissivity indicates that the well 's expanding cone of depression intersected a transmissivity boundary after 2 hours of pumping. The Patapsco sands tested in Ch-Bf 147 have a storage coefficient of 0.0016. The hydraulic conductivity of the producing sands in Ch-Bf 147 is 127 gpd/sq ft. The quality of groundwater from the Lower Patapsco aquifer system and the Middle Patapsco aquifer is suitable for most purposes. The water is nearly neutral (pH = 7.4), low in dissolved solids (about 200 mg/L), low in specific conductance, slightly warm (22 C), very soft, naturally fluoridated, and moderately high in dissolved silica. (Lantz-PTT)","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr862","usgsCitation":"Cyran, E., 1986, Application of the aerial profiling of terrain system: U.S. Geological Survey Open-File Report 86-2, iii, 15 p. :maps ;28 cm., https://doi.org/10.3133/ofr862.","productDescription":"iii, 15 p. :maps ;28 cm.","costCenters":[],"links":[{"id":145878,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0002/report-thumb.jpg"},{"id":41620,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0002/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e482ce4b07f02db4e878e","contributors":{"authors":[{"text":"Cyran, E.J.","contributorId":39792,"corporation":false,"usgs":true,"family":"Cyran","given":"E.J.","affiliations":[],"preferred":false,"id":167448,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":13234,"text":"ofr85629 - 1986 - Sources of climatologic, hydrologic, and hydraulic information in the Illinois River basin, Illinois, Indiana, and Wisconsin","interactions":[],"lastModifiedDate":"2012-02-02T00:06:48","indexId":"ofr85629","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"85-629","title":"Sources of climatologic, hydrologic, and hydraulic information in the Illinois River basin, Illinois, Indiana, and Wisconsin","docAbstract":"Information on the sources of climatologic, hydrologic, and hydraulic data for the Illinois River basin is compiled in 20 tables. The study was conducted in cooperation with the U.S. Army Corps of Engineers, Rock Island District, to provide information for their master regulation manual of the llliniois Waterway. Eighteen governmental agencies were queried and a literature search was conducted to identify the source and availability of information on precipitation, major storms, streamflow, water quality and sediment, major floods, water-surface profiles, bridges and other structures, stream geometry, aerial photography, flood damages, Illinois River access facilities, Federal lands, and data ratings. A selected bibliography of published reports was developed.","language":"ENGLISH","publisher":"U.S. Geological Survey,","doi":"10.3133/ofr85629","usgsCitation":"Curtis, G., 1986, Sources of climatologic, hydrologic, and hydraulic information in the Illinois River basin, Illinois, Indiana, and Wisconsin: U.S. Geological Survey Open-File Report 85-629, v, 113 p. :maps ;28 cm., https://doi.org/10.3133/ofr85629.","productDescription":"v, 113 p. :maps ;28 cm.","costCenters":[],"links":[{"id":145877,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1985/0629/report-thumb.jpg"},{"id":41619,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1985/0629/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e48cce4b07f02db54410b","contributors":{"authors":[{"text":"Curtis, G.W.","contributorId":69159,"corporation":false,"usgs":true,"family":"Curtis","given":"G.W.","email":"","affiliations":[],"preferred":false,"id":167447,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","interactions":[{"subject":{"id":9713,"text":"ofr84453 - 1984 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"ofr84453","publicationYear":"1984","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"predicate":"SUPERSEDED_BY","object":{"id":2001,"text":"wsp2280 - 1986 - Magnitude and frequency of high flows of unregulated streams in Kansas","indexId":"wsp2280","publicationYear":"1986","noYear":false,"title":"Magnitude and frequency of high flows of unregulated streams in Kansas"},"id":1}],"lastModifiedDate":"2012-02-02T00:05:22","indexId":"wsp2280","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"2280","title":"Magnitude and frequency of high flows of unregulated streams in Kansas","docAbstract":"Information on high-flow magnitude and frequency is needed for hydrologic evaluation of such factors as flood-control storage and dam safety. High-flow information given in this report is for streamflows unaffected by major regulation, such as by large reservoirs. High-flow magnitude and frequency data are given for 91 streamflow-gaging stations throughout Kansas. Results of frequency calculations are given for durations of high flow of 1, 3, 7, 15, 30, 60, 90, 120, and 183 consecutive days. Accuracy of the magnitude-frequency values is influenced by the variability of flow, the number of years of flow record, and the recurrence interval calculated. \r\n\r\nHigh-flow magnitude and frequency for ungaged sites can be estimated from regression equations using significant drainage-basin characteristics of contributing-drainage area; 50-year, 24-hour rainfall; and free-water-surface evaporation. Standard errors of estimate for ungaged sites on ungaged streams range from 31 to 49 percent, generally increasing with recurrence interval. If an ungaged site is near a gaging station having 10 or more years of record on the same stream, the data for the gaging station may be used to improve the regression estimates.","language":"ENGLISH","publisher":"U.S. G.P.O.,","doi":"10.3133/wsp2280","usgsCitation":"Jordan, P.R., 1986, Magnitude and frequency of high flows of unregulated streams in Kansas: U.S. Geological Survey Water Supply Paper 2280, iv, 35 p. :ill., maps ;28 cm., https://doi.org/10.3133/wsp2280.","productDescription":"iv, 35 p. :ill., maps ;28 cm.","costCenters":[],"links":[{"id":138368,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/2280/report-thumb.jpg"},{"id":27445,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/2280/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a80e4b07f02db64962d","contributors":{"authors":[{"text":"Jordan, Paul Robert","contributorId":57819,"corporation":false,"usgs":true,"family":"Jordan","given":"Paul","email":"","middleInitial":"Robert","affiliations":[],"preferred":false,"id":144508,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}}
,{"id":11981,"text":"ofr86477 - 1986 - Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982","interactions":[],"lastModifiedDate":"2017-09-11T15:53:29","indexId":"ofr86477","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-477","title":"Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982","docAbstract":"<p>Research on the hydrology of the Cottonwood Lake area, Stutsman County, North Dakota, includes study of evaporation. Presented here are those climatic data needed for energy-budget and mass-transfer evaporation studies, including: water-surface temperature, sediment temperature dry-bulb and wet-bulb air temperatures, vapor pressure at and above the water surface, wind speed, and short- and long-wave radiation. Data were collected at raft and land stations.</p>","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr86477","usgsCitation":"Sturrock, A., Hanson, B., Scarborough, J., and Winter, T.C., 1986, Climatic data for the Cottonwood Lake area, Stutsman County, North Dakota 1982: U.S. Geological Survey Open-File Report 86-477, iii, 24 p., https://doi.org/10.3133/ofr86477.","productDescription":"iii, 24 p.","costCenters":[{"id":480,"text":"Northern Prairie Wildlife Research Center","active":true,"usgs":true}],"links":[{"id":143763,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1986/0477/report-thumb.jpg"},{"id":39974,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1986/0477/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49bee4b07f02db5d139b","contributors":{"authors":[{"text":"Sturrock, A.M.","contributorId":25947,"corporation":false,"usgs":true,"family":"Sturrock","given":"A.M.","affiliations":[],"preferred":false,"id":164509,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, B.A.","contributorId":40553,"corporation":false,"usgs":true,"family":"Hanson","given":"B.A.","email":"","affiliations":[],"preferred":false,"id":164510,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Scarborough, J.L.","contributorId":94673,"corporation":false,"usgs":true,"family":"Scarborough","given":"J.L.","email":"","affiliations":[],"preferred":false,"id":164511,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Winter, T. C.","contributorId":23485,"corporation":false,"usgs":true,"family":"Winter","given":"T.","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":164508,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}}
,{"id":30432,"text":"wri864156 - 1986 - Technique for predicting ground-water discharge to surface coal mines and resulting changes in head","interactions":[],"lastModifiedDate":"2019-09-09T10:30:02","indexId":"wri864156","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1986","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":"86-4156","title":"Technique for predicting ground-water discharge to surface coal mines and resulting changes in head","docAbstract":"Changes in seepage flux and head (groundwater level) from groundwater drainage into a surface coal mine can be predicted by a technique that considers drainage from the unsaturated zone. The user applies site-specific data to precalculated head and seepage-flux profiles. Groundwater flow through hypothetical aquifer cross sections was simulated using the U.S. Geological Survey finite-difference model, VS2D, which considers variably saturated two-dimensional flow. Conceptual models considered were (1) drainage to a first cut, and (2) drainage to multiple cuts, which includes drainage effects of an area surface mine. Dimensionless head and seepage flux profiles from 246 simulations are presented. Step-by-step instructions and examples are presented. Users are required to know aquifer characteristics and to estimate size and timing of the mine operation at a proposed site. Calculated groundwater drainage to the mine is from one excavated face only. First cut considers confined and unconfined aquifers of a wide range of permeabilities; multiple cuts considers unconfined aquifers of higher permeabilities only. The technique, developed for Illinois coal-mining regions that use area surface mining and evaluated with an actual field example, will be useful in assessing potential hydrologic impacts of mining. Application is limited to hydrogeologic settings and mine operations similar to those considered. Fracture flow, recharge, and leakage are nor considered. (USGS)","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri864156","usgsCitation":"Weiss, L., Galloway, D., and Ishii, A., 1986, Technique for predicting ground-water discharge to surface coal mines and resulting changes in head: U.S. Geological Survey Water-Resources Investigations Report 86-4156, 217 p., https://doi.org/10.3133/wri864156.","productDescription":"217 p.","costCenters":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true},{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true}],"links":[{"id":159748,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1986/4156/report-thumb.jpg"},{"id":59211,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1986/4156/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4adce4b07f02db6861ac","contributors":{"authors":[{"text":"Weiss, L.S.","contributorId":42261,"corporation":false,"usgs":true,"family":"Weiss","given":"L.S.","affiliations":[],"preferred":false,"id":203241,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Galloway, D. L. 0000-0003-0904-5355","orcid":"https://orcid.org/0000-0003-0904-5355","contributorId":31383,"corporation":false,"usgs":true,"family":"Galloway","given":"D. L.","affiliations":[{"id":35860,"text":"Ohio-Kentucky-Indiana Water Science Center","active":true,"usgs":true}],"preferred":false,"id":203240,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Ishii, Audrey L. alishii@usgs.gov","contributorId":1818,"corporation":false,"usgs":true,"family":"Ishii","given":"Audrey L.","email":"alishii@usgs.gov","affiliations":[{"id":344,"text":"Illinois Water Science Center","active":true,"usgs":true}],"preferred":false,"id":203239,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}}
]}