Introductory Remarks (R.C. Stendell): I appreciate the opportunity to be in Harbin and participate in the International Scientific Workshop on Cranes in East Asia. I would like to provide some background information on how this meeting came to be. Almost one year ago, in July 1997, Dr. Kun John of the Seoul National University contacted the U.S. Geological Survey’s Midcontinent Ecological Science Center (MESC) requesting that we host a meeting of scientists from the Republic of Korea (ROK) and the Democratic People’s Republic of Korea (DPRK) to discuss the biology and ecology of cranes on the Korean peninsula. Dr. John and his colleagues expressed concern about three species of cranes that migrate up and down the Korean peninsula and use the Demilitarized Zone. The species of interest are the Red-crowned Crane, White-naped Crane, and the Hooded Crane. The primary question was the conservation of these species in this part of the world. Another concern involved exploring potential economic values and opportunities associated with these species. Richard Johnson, an economist at MESC, assumed responsibility as the primary MESC contact to help bring about this meeting.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr2001403","usgsCitation":"2001, Cranes in East Asia; Proceedings of the symposium held in Harbin, People's Republic of China, June 9-18, 1998: U.S. Geological Survey Open-File Report 2001-403, i, 98 p., https://doi.org/10.3133/ofr2001403.","productDescription":"i, 98 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":291,"text":"Fort Collins Science Center","active":true,"usgs":true}],"links":[{"id":169528,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/ofr2001403.PNG"},{"id":320309,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2001/0403/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad5e4b07f02db683569","contributors":{"editors":[{"text":"Johnson, Richard L.","contributorId":32626,"corporation":false,"usgs":true,"family":"Johnson","given":"Richard","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":630069,"contributorType":{"id":2,"text":"Editors"},"rank":1},{"text":"Hongfei, Zou","contributorId":75993,"corporation":false,"usgs":true,"family":"Hongfei","given":"Zou","email":"","affiliations":[],"preferred":false,"id":630070,"contributorType":{"id":2,"text":"Editors"},"rank":2},{"text":"Stendell, Rey C.","contributorId":8913,"corporation":false,"usgs":true,"family":"Stendell","given":"Rey","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":630071,"contributorType":{"id":2,"text":"Editors"},"rank":3}]}} ,{"id":33025,"text":"wri014192 - 2001 - Analysis of suspended-sediment concentrations and radioisotope levels in the Wild Rice River basin, northwestern Minnesota, 1973-98","interactions":[],"lastModifiedDate":"2018-03-05T11:26:19","indexId":"wri014192","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2001-4192","title":"Analysis of suspended-sediment concentrations and radioisotope levels in the Wild Rice River basin, northwestern Minnesota, 1973-98","docAbstract":"We examined historical suspended-sediment data and activities of fallout radioisotopes (lead-210 [210Pb], cesium-137 [137Cs], and beryllium-7 [7Be]) associated with suspended sediments and source-area sediments (cultivated soils, bank material, and reference soils) in the Wild Rice River Basin, a tributary to the Red River of the North, to better understand sources of suspended sediment to streams in the region. Multiple linear regression analysis of suspended-sediment concentrations from the Wild Rice River at Twin Valley, Minnesota indicated significant relations between suspended-sediment concentrations and streamflow. Flow-adjusted sediment concentrations tended to be slightly higher in spring than summer-autumn. No temporal trends in concentration were observed during 1973-98. The fallout radioisotopes were nearly always detectable in suspended sediments during spring-summer 1998. Mean 210Pb and 7Be activities in suspended sediment and surficial, cultivated soils were similar, perhaps indicating little dilution of suspended sediment from low-isotopic-activity bank sediments. In contrast, mean 137Cs activities in suspended sediment indicated a mixture of sediment originating from eroded soils and from eroded bank material, with bank material being a somewhat more important source upstream of Twin Valley, Minnesota; and approximately equal fractions of bank material and surficial soils contributing to the suspended load downstream at Hendrum, Minnesota. This study indicates that, to be effective, efforts to reduce sediment loading to the Wild Rice River should include measures to control soil erosion from cultivated fields.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wri014192","collaboration":"Prepared in cooperation with the Legislative Commission on Minnesota Resources","usgsCitation":"Brigham, M.E., McCullough, C.J., and Wilkinson, P.M., 2001, Analysis of suspended-sediment concentrations and radioisotope levels in the Wild Rice River basin, northwestern Minnesota, 1973-98: U.S. Geological Survey Water-Resources Investigations Report 2001-4192, iv, 21 p., https://doi.org/10.3133/wri014192.","productDescription":"iv, 21 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":320147,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri014192.JPG"},{"id":3199,"rank":1,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri01-4192/","linkFileType":{"id":5,"text":"html"}},{"id":12264,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://mn.water.usgs.gov/publications/pubs/01-4192.pdf","linkFileType":{"id":1,"text":"pdf"}}],"scale":"1","country":"United States","state":"Minnesota","otherGeospatial":"Wild Rice River Basin","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -97,\n 47.61727271567975\n ],\n [\n -97,\n 46.7\n ],\n [\n -95.1,\n 46.7\n ],\n [\n -95.1,\n 47.61727271567975\n ],\n [\n -97,\n 47.61727271567975\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4acfe4b07f02db68009a","contributors":{"authors":[{"text":"Brigham, Mark E. 0000-0001-7412-6800 mbrigham@usgs.gov","orcid":"https://orcid.org/0000-0001-7412-6800","contributorId":1840,"corporation":false,"usgs":true,"family":"Brigham","given":"Mark","email":"mbrigham@usgs.gov","middleInitial":"E.","affiliations":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"preferred":true,"id":209717,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"McCullough, Carolyn J.","contributorId":74422,"corporation":false,"usgs":true,"family":"McCullough","given":"Carolyn","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":209718,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Wilkinson, Philip M.","contributorId":86001,"corporation":false,"usgs":true,"family":"Wilkinson","given":"Philip","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":209719,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":33020,"text":"wri20004215 - 2001 - Ground-water recharge and flowpaths near the edge of the Decorah-Platteville-Glenwood confining unit, Rochester, Minnesota","interactions":[],"lastModifiedDate":"2023-12-18T19:47:37.701957","indexId":"wri20004215","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2000-4215","title":"Ground-water recharge and flowpaths near the edge of the Decorah-Platteville-Glenwood confining unit, Rochester, Minnesota","docAbstract":"The primary source of ground water for the city of Rochester, Olmsted County, southeastern Minnesota is the St. Peter-Prairie du Chien-Jordan aquifer. Based on results of a previous U.S. Geological Survey investigation in the Rochester area, relatively high rates of areal recharge to the St. Peter-Prairie du Chien-Jordan aquifer occur along the edge of the overlying Decorah-Platteville-Glenwood confining unit. The primary source of water to the zone of increased recharge along the edge of the confining unit is the upper carbonate aquifer.
\nGround-water recharge rates to the St. Peter-Prairie du Chien-Jordan aquifer during all of 1998 ranged from 1.9 to 25.5 in./yr (inches per year). Recharge rates were greatest near the edge of the Decorah-Platteville-Glenwood confining unit and least where the confining unit is thick and is overlain by the upper carbonate aquifer (mean of 2.0 in./yr). Recharge rates downslope from the edge of the confining unit were greatest to the St. Peter on the slope entering the main South Fork Zumbro River Valley. Results of groundwater age dating using chlorofluorocarbons (CFCs) indicated recharge dates ranging from (1) the mid-1950’s to the early 1990’s for the St. Peter, (2) the late 1960’s to approximately 1990 for the Prairie du Chien, and (3) the early to mid-1950’s for the Jordan.
\nCross-sectional model simulations indicated that most of the areal recharge entering the aquifer system through the upper carbonate aquifer discharges from springs and seeps. Of the 2.28 ft3/s (cubic feet per second) of areal recharge that enters the upper carbonate aquifer, 2.23 ft3/s is discharged from the aquifer by springs and seeps. Results indicate that areal recharge to the upper Prairie du Chien moves primarily westward and discharges to Bear Creek.
\nAreal recharge rates derived from hydrograph analysis, CFC age-dating, and cross-sectional model analysis were much greater to the St. Peter downslope from the edge of the Decorah-Platteville-Glenwood confining unit (25.5, 35.3, and 23.75 in./yr, respectively) than occurs to the Prairie du Chien in any hydrogeologic setting. The model-simulated discharge from springs and seeps in the lower part of the upper carbonate aquifer represents a potential source of water of 33 in./yr to the St. Peter unit, similar to the estimated areal recharge rates derived from hydrograph analysis and CFC age-dating.
\nThe water withdrawn by pumped wells or discharged to Bear Creek is derived predominantly from areal recharge near the edge of the Decorah-Platteville-Glenwood confining unit (0.47 ft3/s), rather than from water that has leaked downward through the Decorah unit (0.03 ft3/s). Model simulated discharge through springs and seeps in the lower part of the upper carbonate aquifer (0.21 ft3/s) represents a potential source of water to the St. Peter-Prairie du Chien-Jordan aquifer.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wri20004215","collaboration":"Prepared in cooperation with the city of Rochester, Minnesota","usgsCitation":"Lindgren, R.J., 2001, Ground-water recharge and flowpaths near the edge of the Decorah-Platteville-Glenwood confining unit, Rochester, Minnesota: U.S. Geological Survey Water-Resources Investigations Report 2000-4215, 41 p., https://doi.org/10.3133/wri20004215.","productDescription":"41 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":392,"text":"Minnesota Water Science Center","active":true,"usgs":true}],"links":[{"id":423709,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_44937.htm","linkFileType":{"id":5,"text":"html"}},{"id":125021,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/wri_2000_4215.jpg"},{"id":12240,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://mn.water.usgs.gov/publications/pubs/00-4215.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Minnesota","city":"Rochester","otherGeospatial":"Decorah-Platteville-Glenwood Confining Unit","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -92.57011413574217,\n 43.90036624335341\n ],\n [\n -92.57011413574217,\n 44.1078028425128\n ],\n [\n -92.12173461914062,\n 44.1078028425128\n ],\n [\n -92.12173461914062,\n 43.90036624335341\n ],\n [\n -92.57011413574217,\n 43.90036624335341\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49a4e4b07f02db5c0745","contributors":{"authors":[{"text":"Lindgren, Richard J. lindgren@usgs.gov","contributorId":1667,"corporation":false,"usgs":true,"family":"Lindgren","given":"Richard","email":"lindgren@usgs.gov","middleInitial":"J.","affiliations":[],"preferred":true,"id":209707,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":32950,"text":"fs06301 - 2001 - Balancing Ground-Water Withdrawals and Streamflow in the Hunt-Annaquatucket-Pettaquamscutt Basin, Rhode Island","interactions":[],"lastModifiedDate":"2012-03-08T17:16:16","indexId":"fs06301","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"063-01","title":"Balancing Ground-Water Withdrawals and Streamflow in the Hunt-Annaquatucket-Pettaquamscutt Basin, Rhode Island","docAbstract":"Ground water withdrawn for water supply reduces streamflow in the Hunt-Annaquatucket-Pettaquamscutt Basin in Rhode Island. These reductions may adversely affect aquatic habitats. A hydrologic model was prepared by the U.S. Geological Survey in cooperation with the Rhode Island Water Resources Board, Town of North Kingstown, Rhode Island Department of Environmental Management, and Rhode Island Economic Development Corporation to aid water-resource planning in the basin. Results of the model provide information that helps water suppliers and natural-resource managers evaluate strategies for balancing ground-water development and streamflow reductions in the basin.","language":"ENGLISH","publisher":"Geological Survey (U.S.)","doi":"10.3133/fs06301","usgsCitation":"Barlow, P.M., and Dickerman, D.C., 2001, Balancing Ground-Water Withdrawals and Streamflow in the Hunt-Annaquatucket-Pettaquamscutt Basin, Rhode Island: U.S. Geological Survey Fact Sheet 063-01, 6 p. , https://doi.org/10.3133/fs06301.","productDescription":"6 p. ","costCenters":[{"id":377,"text":"Massachusetts-Rhode Island Water Science Center","active":false,"usgs":true}],"links":[{"id":122965,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_063_01.jpg"},{"id":9499,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/fs063-01/","linkFileType":{"id":5,"text":"html"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a82e4b07f02db64aaba","contributors":{"authors":[{"text":"Barlow, Paul M. 0000-0003-4247-6456 pbarlow@usgs.gov","orcid":"https://orcid.org/0000-0003-4247-6456","contributorId":1200,"corporation":false,"usgs":true,"family":"Barlow","given":"Paul","email":"pbarlow@usgs.gov","middleInitial":"M.","affiliations":[{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"preferred":true,"id":209505,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Dickerman, David C.","contributorId":41047,"corporation":false,"usgs":true,"family":"Dickerman","given":"David","email":"","middleInitial":"C.","affiliations":[],"preferred":false,"id":209506,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":33019,"text":"wri20004213 - 2001 - Water-Quality Assessment of part of the Upper Mississippi River Basin, Minnesota and Wisconsin— Organochlorine compounds in streambed sediment and fish tissues, 1995-97","interactions":[],"lastModifiedDate":"2021-10-21T20:41:36.595807","indexId":"wri20004213","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2000-4213","title":"Water-Quality Assessment of part of the Upper Mississippi River Basin, Minnesota and Wisconsin— Organochlorine compounds in streambed sediment and fish tissues, 1995-97","docAbstract":"Streambed sediments and fish tissues were collected in part of the Upper Mississippi River Basin to assess the presence and distribution of organochlorine compounds (OCs) including PCBs. A total of 13 OCs were detected among 14 of 27 streambed sediment sampling locations. In fish tissues analyzed, 9 OCs were detected among 17 of 24 sites sampled. Eight OCs were detected in both fish and streambed sediment samples, they were: cis-chlordane, o,p'-DDD; p,p'-DDD; p,p'-DDE; p,p'-DDT; hexachlorobenzene; transnonachlor; and PCBs. The most frequently detected OCs were: p,p'-DDE; and p,p'-DDD in streambed sediment and p,p'-DDE and PCBs in fish tissues. No OCs were detected in streambed sediment at agricultural sites; however, the agricultural sites had 17 detections of OCs in fish tissue. Urban streams had concentrations of total DDT and metabolites in streambed sediment that exceed guidelines for classification of sites with high probabilities of adverse effects to aquatic organisms. Total DDT was the only OC within an urban land use that exceeded guidelines for piscivorous wildlife.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Mounds View, MN","doi":"10.3133/wri20004213","usgsCitation":"McNellis, R.P., Fallon, J.D., and Lee, K.E., 2001, Water-Quality Assessment of part of the Upper Mississippi River Basin, Minnesota and Wisconsin— Organochlorine compounds in streambed sediment and fish tissues, 1995-97: U.S. Geological Survey Water-Resources Investigations Report 2000-4213, vii, 10 p., https://doi.org/10.3133/wri20004213.","productDescription":"vii, 10 p.","onlineOnly":"N","additionalOnlineFiles":"N","temporalStart":"1995-01-01","temporalEnd":"1997-12-31","costCenters":[{"id":392,"text":"Minnesota Water Science 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Greater than normal precipitation starting with late fall rains in 2000, greater than normal snowfalls, a delayed snowmelt, and record rains in April, all contributed to the flooding. Parts of the southern one-half of Minnesota had streamflows of magnitudes not seen in more than 30 years. Approximately 50 counties were declared disaster areas with greater than 34 million dollars in total reported flood damage (S. Neudahl, Department of Public Safety, Division of Emergency Management, oral commun. July 9, 2001).
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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49dfe4b07f02db5e3d7e","contributors":{"authors":[{"text":"Mitton, Gregory B.","contributorId":76769,"corporation":false,"usgs":true,"family":"Mitton","given":"Gregory","email":"","middleInitial":"B.","affiliations":[],"preferred":false,"id":219249,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":33017,"text":"wri20004012 - 2001 - Effects of Pumping on Ground-Water Flow Near Water-Supply Wells in the Lower Potomac-Raritan-Magothy Aquifer, Pennsauken Township, Camden County, New Jersey","interactions":[],"lastModifiedDate":"2012-03-08T17:16:16","indexId":"wri20004012","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2000-4012","title":"Effects of Pumping on Ground-Water Flow Near Water-Supply Wells in the Lower Potomac-Raritan-Magothy Aquifer, Pennsauken Township, Camden County, New Jersey","docAbstract":"Since the 1970's, hexavalent chromium has been detected in concentrations as great as 1.0 milligram per liter in wells at the Puchack well field operated by the Camden City Department of Utilities, Water Division (Water Department), forcing the Water Department to progressively remove five of its six wells from service between 1975 and 1988. The wells in the Puchack well field range in depth from 140 to 220 feet and are screened in the Lower Potomac-Raritan-Magothy aquifer. The Water Department has continued to pump Puchack Well 1 to maintain a hydraulic gradient toward the well field in an attempt to limit contaminant migration. In late 1997, concerns about treating the water withdrawn from Puchack Well 1 led water managers to consider temporarily discontinuing the pumping. \r\n\r\nIn the spring of 1998, the U.S. Geological Survey (USGS), in cooperation with the New Jersey Department of Environmental Protection, began a preliminary assessment of the potential effects of temporarily removing Puchack Well 1 from service. Water levels in the Lower Potomac-Raritan-Magothy aquifer were measured during both pumping and nonpumping conditions to determine the direction and velocity of ground-water flow and the results were compared. \r\n\r\nData collected in late March and early April 1998 indicate the presence of a ground-water divide between the Puchack well field and the Morris and Delair well fields when Puchack Well 1 was being pumped. A similar divide also was present when the well was not being pumped. The position and persistence of this divide limits the probability that contaminants in the vicinity of the Puchack well field will reach the Delair and Morris well fields during either pumping condition. Another divide southeast of Puchack Well 1 while the well was being pumped was no longer evident when the pumping was stopped and water levels had recovered. Under non-pumping conditions, ground water between Puchack Well 1 and this divide could begin to migrate toward other large pumping centers to the southeast. The average linear ground-water velocity along an arbitrarily selected southeast-trending flow path was estimated to be from 221 to 332 feet per year. This estimate indicates that any contaminated ground water that may be present within the area influenced by pumping at Puchack Well 1 may begin to move toward the pumping centers less than 2 miles to the southeast if Puchack Well 1 is either temporarily or permanently removed from service.","language":"ENGLISH","publisher":"U.S. Geological Survey","doi":"10.3133/wri20004012","collaboration":"Prepared in cooperation with the New Jersey Department of Environmental Protection","usgsCitation":"Walker, R.L., 2001, Effects of Pumping on Ground-Water Flow Near Water-Supply Wells in the Lower Potomac-Raritan-Magothy Aquifer, Pennsauken Township, Camden County, New Jersey: U.S. Geological Survey Water-Resources Investigations Report 2000-4012, iv, 12 p., https://doi.org/10.3133/wri20004012.","productDescription":"iv, 12 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":470,"text":"New Jersey Water Science Center","active":true,"usgs":true}],"links":[{"id":163717,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":12124,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/wri/wri00-4012/","linkFileType":{"id":5,"text":"html"}}],"geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -76,39 ], [ -76,40 ], [ -75,40 ], [ -75,39 ], [ -76,39 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a4ae4b07f02db624f04","contributors":{"authors":[{"text":"Walker, Richard L.","contributorId":38961,"corporation":false,"usgs":true,"family":"Walker","given":"Richard","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":209700,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":32952,"text":"fs08901 - 2001 - Occurrence and distribution of volatile organic compounds in drinking water supplied by community water systems in the Northeast and Mid-Atlantic regions of the United States, 1993-98","interactions":[],"lastModifiedDate":"2018-05-16T10:40:21","indexId":"fs08901","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"089-01","title":"Occurrence and distribution of volatile organic compounds in drinking water supplied by community water systems in the Northeast and Mid-Atlantic regions of the United States, 1993-98","docAbstract":"Data on volatile organic compounds (VOCs) in drinking water supplied by community water systems (CWSs) are available for 12 Northeast and Mid-Atlantic States from 1993-98. The data are from 2,110 CWSs representing a 20 percent random selection of the total 10,749 active CWSs in the region. The data were collected for compliance monitoring under the Safe Drinking Water Act from both surface-and ground-water sources and largely represent samples of finished drinking water collected prior to distribution. Overall, 39 percent of the 2,110 randomly selected CWSs reported a detection of one or more VOCs at or above 1.0 μg/L (micrograms per liter).
Although differences in analytical coverage complicate comparisons, in the 1,543 CWSs with THM data at or above 1.0 μg/L, 42 percent reported an occurrence of one or more THMs. The common detection of THMs in finished drinking water probably is related to their formation through the chlorination of drinking-water supplies. Comparatively, solvents, the next most frequently detected VOC group, were reported in 9.8 percent of 2,097 CWSs with solvent data at or above 1.0 μg/L, and gasoline components were detected in 9.0 percent of 2,098 CWSs with data at or above 1.0 μg/L.
Individually, the THMs—chloroform, bromodichloromethane, chlorodibromomethane, and bromoform—were the most frequently detected VOCs ranging from 33 to 8 percent. The most frequently detected non-THM compound was methyl tert-butyl ether, which was identified in 8 percent of CWSs. Of the 2,110 randomly selected CWSs, 6 percent had at least one sample with one or more VOCs with a concentration above a Maximum Contaminant Level, Health Advisory, or Drinking-Water Advisory.
VOCs were more frequently detected in drinking water from systems that are supplied by surface-water sources, or both surface-and ground-water sources, than in systems that are supplied exclusively by ground water, and from systems serving very large and large populations (serving <3,300 people) compared to systems serving medium and small populations (serving <3,300 people).
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/fs08901","collaboration":"National Water Quality Assessment Program, National Synthesis on Volatile Organic Compounds in cooperation with the U.S. Environmental Protection Agency, Office of Ground Water and Drinking Water","usgsCitation":"Moran, M.J., Grady, S.J., and Zogorski, J.S., 2001, Occurrence and distribution of volatile organic compounds in drinking water supplied by community water systems in the Northeast and Mid-Atlantic regions of the United States, 1993-98 (Online Version 1.0): U.S. Geological Survey Fact Sheet 089-01, 4 p., https://doi.org/10.3133/fs08901.","productDescription":"4 p.","onlineOnly":"Y","costCenters":[{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":354172,"rank":4,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2001/0089/fs20010089.pdf","text":"Report","size":"1.19 MB","linkFileType":{"id":1,"text":"pdf"},"description":"FS 089–01"},{"id":354171,"rank":3,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/2001/0089/coverthb.jpg"}],"edition":"Online Version 1.0","contact":"Director, Dakota Water Science Center, South Dakota Office
U.S. Geological Survey
1608 Mountain View Road
Rapid City, SD 57702
The U.S. Geological Survey (USGS), in cooperation with local and other agencies, collects data at selected lakes throughout Wisconsin. These data, accumulated over many years, provide a data base for developing an improved understanding of the water quality of lakes. To make these data available to interested parties outside the USGS, the data are published annually in this report series. The locations of water-quality and lake-stage stations in Wisconsin for water year 2001 are shown in figure 1. A water year is the 12-month period from October 1 through September 30. It is designated by the calendar year in which it ends. Thus, the period October 1, 2000 through September 30, 2001 is called \"water year 2001.\"
\nThe purpose of this report is to provide information about the chemical and physical characteristics of Wisconsin lakes. Data that have been collected at specific lakes, and information to aid in the interpretation of those data, are included in this report. Data collected include measurements of in-lake water quality and lake stage. Time series of Secchi depths, surface total phosphorus and chlorophyll a concentrations collected during non-frozen periods are included for all lakes. Graphs of vertical profiles of temperature, dissolved oxygen, pH, and specific conductance are included for sites where these parameters were measured. Descriptive information for each lake includes: location of the lake, area of the lake's watershed, period for which data are available, revisions to previously published records, and pertinent remarks. Additional data, such as streamflow and water quality in tributary and outlet streams of some of the lakes, are published in another volume: \"Water Resources Data-Wisconsin, 2001.\"
\nWater-resources data, including stage and discharge data at most streamflow-gaging stations, are available throught the World Wide Web on the Internet. The Wisconsin District's home page is at http://wi.water.usgs.gov/. Information on the Wisconsin District's Lakes Program is found at wi.water.usgs.gov/lake/index.html.
","language":"English","publisher":"U.S. Geological Society","doi":"10.3133/ofr02135","collaboration":"Prepared in cooperation with the State of Wisconsin and local agencies.","usgsCitation":"lead by Rose, W.J., Elder, J.F., Garn, H., Goddard, G.L., Mergener, E., Olson, D., and Robertson, D.M., 2001, Water-quality and lake-stage data for Wisconsin lakes, water year 2001: U.S. Geological Survey Open-File Report 2002-135, vi, 149 p., https://doi.org/10.3133/ofr02135.","productDescription":"vi, 149 p.","numberOfPages":"155","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":677,"text":"Wisconsin Water Science Center","active":true,"usgs":true}],"links":[{"id":161167,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2002/0135/report-thumb.jpg"},{"id":60878,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2002/0135/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United 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L.","contributorId":10442,"corporation":false,"usgs":true,"family":"Goddard","given":"G.","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":209655,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Mergener, E.A.","contributorId":12530,"corporation":false,"usgs":true,"family":"Mergener","given":"E.A.","affiliations":[],"preferred":false,"id":209656,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Olson, D.L.","contributorId":34943,"corporation":false,"usgs":true,"family":"Olson","given":"D.L.","email":"","affiliations":[],"preferred":false,"id":209657,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Robertson, Dale M. 0000-0001-6799-0596 dzrobert@usgs.gov","orcid":"https://orcid.org/0000-0001-6799-0596","contributorId":150760,"corporation":false,"usgs":true,"family":"Robertson","given":"Dale","email":"dzrobert@usgs.gov","middleInitial":"M.","affiliations":[{"id":37947,"text":"Upper Midwest Water Science Center","active":true,"usgs":true}],"preferred":true,"id":209658,"contributorType":{"id":1,"text":"Authors"},"rank":7}]}} ,{"id":32996,"text":"ofr01384 - 2001 - Sand resources, regional geology, and coastal processes for the restoration of the Barataria Barrier shoreline","interactions":[],"lastModifiedDate":"2018-03-05T16:05:16","indexId":"ofr01384","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2001-384","title":"Sand resources, regional geology, and coastal processes for the restoration of the Barataria Barrier shoreline","docAbstract":"Louisiana's barrier shorelines are rapidly eroding due to high rates of relative subsidence combined with sea-level rise, repeated storm impacts, and a diminishing sand supply. Due to these factors Louisiana's barrier shorelines are the fastest eroding shorelines in the Nation. In places, the erosion of barrier islands exceeds 65 ft/yr (20 m/yr). One of the best methods for protecting Louisiana’s coastal resources from encroachment from the sea is shoreline restoration using coastal and nearshore sediment sources. The key to restoring barrier shorelines is to find large volumes of high-quality sand and developing cost-effective shallow delivery systems to move these materials.
The first major barrier shoreline restoration project proposed by Coast 2050 planners is for the Barataria Basin barrier shoreline that stretches 50 mi (80.5 km) from Belle Pass east to Sandy Point. Many of the barrier shoreline areas in Barataria Basin have become fragmented, low mounds of sand, that are easily washed over by minor storm events, that provide less available habitat than fully developed barrier islands.
The objective of this study is to provide information about sand resources, coastal processes, and regional geology which can be collectively used to restore the Barataria Basin barrier shoreline. The focus of this study is the identification of sand resources for the restoration of beaches and creation of backbarrier marshes along this portion of the coast.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr01384","usgsCitation":"Kindinger, J., Flocks, J., Kulp, M., Penland, S., Britsch, L.D., Brewer, G., Brooks, G.L., Dadisman, S., Dreher, C., and Ferina, N., 2001, Sand resources, regional geology, and coastal processes for the restoration of the Barataria Barrier shoreline: U.S. Geological Survey Open-File Report 2001-384, 5 maps :col. ;54 x 84 cm., on sheets 76 x 102 cm., folded to 26 x 20 cm. +1 pamphlet (70 leaves : col. ill., col. maps ; 28 cm.) + 1 CD-ROM., https://doi.org/10.3133/ofr01384.","productDescription":"5 maps :col. ;54 x 84 cm., on sheets 76 x 102 cm., folded to 26 x 20 cm. +1 pamphlet (70 leaves : col. ill., col. maps ; 28 cm.) + 1 CD-ROM.","costCenters":[],"links":[{"id":163088,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2001/0384/report-thumb.jpg"},{"id":19716,"rank":2,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/2001/0384/plate-1.pdf"},{"id":19717,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/2001/0384/plate-2.pdf"},{"id":19718,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/2001/0384/plate-3.pdf"},{"id":19719,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/2001/0384/plate-4.pdf"},{"id":19720,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/of/2001/0384/plate-5.pdf"},{"id":60875,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2001/0384/report.pdf"},{"id":266776,"type":{"id":3,"text":"Appendix"},"url":"https://pubs.usgs.gov/of/2001/0384/disc-appendix-b.zip"},{"id":266777,"type":{"id":3,"text":"Appendix"},"url":"https://pubs.usgs.gov/of/2001/0384/disc-appendix-c.zip"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ee4b07f02db5fdd40","contributors":{"authors":[{"text":"Kindinger, Jack","contributorId":107338,"corporation":false,"usgs":true,"family":"Kindinger","given":"Jack","affiliations":[],"preferred":false,"id":511133,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Flocks, James","contributorId":43696,"corporation":false,"usgs":true,"family":"Flocks","given":"James","affiliations":[],"preferred":false,"id":511128,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Kulp, Mark","contributorId":77982,"corporation":false,"usgs":true,"family":"Kulp","given":"Mark","affiliations":[],"preferred":false,"id":511131,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Penland, Shea","contributorId":88401,"corporation":false,"usgs":false,"family":"Penland","given":"Shea","email":"","affiliations":[{"id":5115,"text":"Louisiana State University","active":true,"usgs":false}],"preferred":false,"id":511127,"contributorType":{"id":1,"text":"Authors"},"rank":4},{"text":"Britsch, Louis D.","contributorId":78024,"corporation":false,"usgs":true,"family":"Britsch","given":"Louis","email":"","middleInitial":"D.","affiliations":[],"preferred":false,"id":511134,"contributorType":{"id":1,"text":"Authors"},"rank":5},{"text":"Brewer, G.","contributorId":79531,"corporation":false,"usgs":true,"family":"Brewer","given":"G.","affiliations":[],"preferred":false,"id":511132,"contributorType":{"id":1,"text":"Authors"},"rank":6},{"text":"Brooks, Gillian L.","contributorId":31033,"corporation":false,"usgs":true,"family":"Brooks","given":"Gillian","email":"","middleInitial":"L.","affiliations":[],"preferred":false,"id":511125,"contributorType":{"id":1,"text":"Authors"},"rank":7},{"text":"Dadisman, S.","contributorId":59488,"corporation":false,"usgs":true,"family":"Dadisman","given":"S.","email":"","affiliations":[],"preferred":false,"id":511129,"contributorType":{"id":1,"text":"Authors"},"rank":8},{"text":"Dreher, C.","contributorId":36186,"corporation":false,"usgs":true,"family":"Dreher","given":"C.","email":"","affiliations":[],"preferred":false,"id":511126,"contributorType":{"id":1,"text":"Authors"},"rank":9},{"text":"Ferina, N.","contributorId":69201,"corporation":false,"usgs":true,"family":"Ferina","given":"N.","email":"","affiliations":[],"preferred":false,"id":511130,"contributorType":{"id":1,"text":"Authors"},"rank":10}]}} ,{"id":32956,"text":"fs11101 - 2001 - Ground-water studies in Fairbanks, Alaska: A better understanding of some of the United States' highest natural arsenic concentrations","interactions":[],"lastModifiedDate":"2020-02-23T16:59:06","indexId":"fs11101","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"111-01","title":"Ground-water studies in Fairbanks, Alaska: A better understanding of some of the United States' highest natural arsenic concentrations","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/fs11101","usgsCitation":"Mueller, S., Goldfarb, R., and Verplanck, P., 2001, Ground-water studies in Fairbanks, Alaska: A better understanding of some of the United States' highest natural arsenic concentrations (Version 1.1): U.S. Geological Survey Fact Sheet 111-01, 2 p., https://doi.org/10.3133/fs11101.","productDescription":"2 p.","costCenters":[{"id":589,"text":"Toxic Substances Hydrology Program","active":true,"usgs":true}],"links":[{"id":119146,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/fs_111_01.jpg"},{"id":3120,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/fs/fs-0111-01/","linkFileType":{"id":5,"text":"html"}}],"country":"United States","state":"Alaska","city":"Fairbanks","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -147.9364013671875,\n 64.78641339434937\n ],\n [\n -147.55325317382812,\n 64.78641339434937\n ],\n [\n -147.55325317382812,\n 64.87693823228865\n ],\n [\n -147.9364013671875,\n 64.87693823228865\n ],\n [\n -147.9364013671875,\n 64.78641339434937\n ]\n ]\n ]\n }\n }\n ]\n}","edition":"Version 1.1","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a96e4b07f02db65a399","contributors":{"authors":[{"text":"Mueller, Seth","contributorId":65441,"corporation":false,"usgs":true,"family":"Mueller","given":"Seth","affiliations":[],"preferred":false,"id":209525,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Goldfarb, Rich","contributorId":54264,"corporation":false,"usgs":true,"family":"Goldfarb","given":"Rich","email":"","affiliations":[],"preferred":false,"id":209524,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Verplanck, Philip","contributorId":41870,"corporation":false,"usgs":true,"family":"Verplanck","given":"Philip","affiliations":[],"preferred":false,"id":209523,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":32999,"text":"ofr01433 - 2001 - Tin recycling in the United States in 1998","interactions":[],"lastModifiedDate":"2012-02-02T00:09:19","indexId":"ofr01433","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2001-433","title":"Tin recycling in the United States in 1998","docAbstract":"This materials flow study includes a description of tin supply and demand factors for the United States to illustrate the extent of tin recycling and to identify recycling trends. Understanding the flow of materials from source to ultimate disposition can assist in improving the management of the use of natural resources in a manner that is compatible with sound environmental practices. The quantity of tin recycled in 1998 as a percentage of apparent tin supply was estimated to be about 22%, and recycling efficiency was estimated to be 75%. Of the total tin consumed in products for the U.S. market in 1998, an estimated 12% was consumed in products where the tin was not recyclable (dissipative uses).","language":"ENGLISH","doi":"10.3133/ofr01433","usgsCitation":"Carlin, J.F., 2001, Tin recycling in the United States in 1998: U.S. Geological Survey Open-File Report 2001-433, 11 p., https://doi.org/10.3133/ofr01433.","productDescription":"11 p.","costCenters":[],"links":[{"id":3161,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/openfile/of01-433/ ","linkFileType":{"id":5,"text":"html"}},{"id":163176,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a53e4b07f02db62b493","contributors":{"authors":[{"text":"Carlin, James F. Jr. jcarlin@usgs.gov","contributorId":2685,"corporation":false,"usgs":true,"family":"Carlin","given":"James","suffix":"Jr.","email":"jcarlin@usgs.gov","middleInitial":"F.","affiliations":[{"id":432,"text":"National Minerals Information Center","active":true,"usgs":true}],"preferred":false,"id":209649,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":32955,"text":"fs10401 - 2001 - Sparta, New Jersey, flood of August 11-14, 2000","interactions":[],"lastModifiedDate":"2016-02-18T15:17:57","indexId":"fs10401","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":313,"text":"Fact Sheet","code":"FS","onlineIssn":"2327-6932","printIssn":"2327-6916","active":true,"publicationSubtype":{"id":5}},"seriesNumber":"104-01","title":"Sparta, New Jersey, flood of August 11-14, 2000","language":"ENGLISH","doi":"10.3133/fs10401","usgsCitation":"Reiser, R., and Schopp, R., 2001, Sparta, New Jersey, flood of August 11-14, 2000: U.S. Geological Survey Fact Sheet 104-01, 4 p. , https://doi.org/10.3133/fs10401.","productDescription":"4 p. ","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[],"links":[{"id":122982,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/fs/2001/0104/report-thumb.jpg"},{"id":60862,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/fs/2001/0104/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e5e4b07f02db5e7075","contributors":{"authors":[{"text":"Reiser, R.G. 0000-0001-5140-2745","orcid":"https://orcid.org/0000-0001-5140-2745","contributorId":14461,"corporation":false,"usgs":true,"family":"Reiser","given":"R.G.","affiliations":[],"preferred":false,"id":209521,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Schopp, R.D.","contributorId":69983,"corporation":false,"usgs":true,"family":"Schopp","given":"R.D.","email":"","affiliations":[],"preferred":false,"id":209522,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":33037,"text":"wri014243 - 2001 - Effects of regulation on L-moments of annual peak streamflow in Texas","interactions":[],"lastModifiedDate":"2017-01-18T16:08:49","indexId":"wri014243","displayToPublicDate":"2002-07-01T00:00:00","publicationYear":"2001","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":"2001-4243","title":"Effects of regulation on L-moments of annual peak streamflow in Texas","docAbstract":"Several techniques exist to estimate annual peak-streamflow frequency for streamflows that have recurrence intervals ranging from 2 to 500 years for natural (unregulated) drainage basins in Texas. Unfortunately, such techniques have limited applicability in regulated basins. There are numerous regulated basins throughout Texas, which has more than 7,000 dams that are identified by Texas Natural Resource Conservation Commission permits. The effects on annual peak streamflow from reservoirs created by these dams range from negligible to the complete suppression of the flood hydrograph; also, reservoirs can artificially create flood-like hydrographs. The large number of reservoirs and their widespread distribution in Texas necessitate an assessment of flood characteristics in regulated basins. Therefore, the U.S. Geological Survey, in cooperation with the Texas Department of Transportation, conducted a study of the effects of regulation on L-moments of annual peak streamflow in Texas.
For this report, the State was divided into three regions. Four regression equations to estimate the L-moments of natural annual peak-streamflow data for ungaged sites were derived for each region from data for 367 streamflow-gaging stations in natural basins. The explanatory variables in the equations are contributing drainage area, basin shape factor, and stream slope.
The effects of regulation on the L-moments of annual peak-streamflow data were determined by analysis of maximum and normal storage-capacity data from reservoirs for 96 streamflow-gaging stations in variously regulated basins. The results indicate that as potential flood storage (defined by the difference between total maximum and normal capacity) in a basin increases, the mean annual peak streamflow decreases nonlinearly. Evidence strongly indicates (despite contrary expectation) that the higher L-moments (coefficient of L-variation, L-skew, and L-kurtosis) are unaffected by regulation.
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Four geographically distributed Centers of the U.S. Geological Survey (USGS) are developing their own clusters of low-cost, personal computers into parallel computing environments that provide a costeffective way for the USGS to increase participation in the high-performance computing community. Referred to as Beowulf clusters, these hybrid systems provide the robust computing power required for conducting information science research into parallel computing systems and applications.
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","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr01227","usgsCitation":"Davis, A.M., Southworth, C.S., Reddy, J.E., and Schindler, J.S., 2001, Geologic map database of the Washington DC area featuring data from three 30 x 60 minute quadrangles: Frederick, Washington West, and Fredericksburg: U.S. Geological Survey Open-File Report 2001-227, HTML Document, https://doi.org/10.3133/ofr01227.","productDescription":"HTML Document","costCenters":[],"links":[{"id":160728,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"},{"id":3132,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/openfile/of01-227/","linkFileType":{"id":5,"text":"html"}},{"id":110322,"rank":700,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_51791.htm","linkFileType":{"id":5,"text":"html"},"description":"51791"}],"country":"United States","state":"Maryland, Virginia","city":"Washington DC","otherGeospatial":"Frederick 30 x 60 minute quadrangle, Fredericksburg 30 x 60 minute quadrangle, Washington West 30 x 60 minute quadrangle","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -77,\n 38\n ],\n [\n -78,\n 38\n ],\n [\n -78,\n 39.5\n ],\n [\n -77,\n 39.5\n ],\n [\n -77,\n 38\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abae4b07f02db671ed2","contributors":{"authors":[{"text":"Davis, Adam M.","contributorId":47837,"corporation":false,"usgs":true,"family":"Davis","given":"Adam","email":"","middleInitial":"M.","affiliations":[],"preferred":false,"id":209553,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Southworth, C. Scott 0000-0002-7976-7807 ssouthwo@usgs.gov","orcid":"https://orcid.org/0000-0002-7976-7807","contributorId":1608,"corporation":false,"usgs":true,"family":"Southworth","given":"C.","email":"ssouthwo@usgs.gov","middleInitial":"Scott","affiliations":[{"id":40020,"text":"Florence Bascom Geoscience Center","active":true,"usgs":true},{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true}],"preferred":true,"id":209551,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Reddy, James E. 0000-0002-6998-7267 jreddy@usgs.gov","orcid":"https://orcid.org/0000-0002-6998-7267","contributorId":1080,"corporation":false,"usgs":true,"family":"Reddy","given":"James","email":"jreddy@usgs.gov","middleInitial":"E.","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":209550,"contributorType":{"id":1,"text":"Authors"},"rank":3},{"text":"Schindler, J. Stephen 0000-0001-9550-5957 sschindl@usgs.gov","orcid":"https://orcid.org/0000-0001-9550-5957","contributorId":3270,"corporation":false,"usgs":true,"family":"Schindler","given":"J.","email":"sschindl@usgs.gov","middleInitial":"Stephen","affiliations":[{"id":243,"text":"Eastern Geology and Paleoclimate Science Center","active":true,"usgs":true}],"preferred":true,"id":209552,"contributorType":{"id":1,"text":"Authors"},"rank":4}]}} ,{"id":32966,"text":"ofr01196 - 2001 - Use of advanced borehole geophysical techniques to delineate fractured-rock ground-water flow, faults, foliation, and fractures along the western part of Manhattan, New York","interactions":[],"lastModifiedDate":"2021-11-29T21:14:04.994626","indexId":"ofr01196","displayToPublicDate":"2002-06-01T00:00:00","publicationYear":"2001","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":"2001-196","title":"Use of advanced borehole geophysical techniques to delineate fractured-rock ground-water flow, faults, foliation, and fractures along the western part of Manhattan, New York","docAbstract":"No abstract available.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr01196","usgsCitation":"Stumm, F., Chu, A., and Lange, A., 2001, Use of advanced borehole geophysical techniques to delineate fractured-rock ground-water flow, faults, foliation, and fractures along the western part of Manhattan, New York: U.S. Geological Survey Open-File Report 2001-196, vi, 46 p., https://doi.org/10.3133/ofr01196.","productDescription":"vi, 46 p.","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"links":[{"id":60866,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/2001/0196/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":160727,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/2001/0196/report-thumb.jpg"},{"id":392200,"rank":3,"type":{"id":36,"text":"NGMDB Index Page"},"url":"https://ngmdb.usgs.gov/Prodesc/proddesc_51565.htm"}],"country":"United States","state":"New York","city":"Manhattan","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -74,\n 40.7311\n ],\n [\n -73.9833,\n 40.7311\n ],\n [\n -73.9833,\n 40.7694\n ],\n [\n -74,\n 40.7694\n ],\n [\n -74,\n 40.7311\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49f4e4b07f02db5f08a6","contributors":{"authors":[{"text":"Stumm, Frederick 0000-0002-5388-8811 fstumm@usgs.gov","orcid":"https://orcid.org/0000-0002-5388-8811","contributorId":1077,"corporation":false,"usgs":true,"family":"Stumm","given":"Frederick","email":"fstumm@usgs.gov","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":209547,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Chu, Anthony 0000-0001-8623-2862 achu@usgs.gov","orcid":"https://orcid.org/0000-0001-8623-2862","contributorId":2517,"corporation":false,"usgs":true,"family":"Chu","given":"Anthony","email":"achu@usgs.gov","affiliations":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true}],"preferred":true,"id":209548,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Lange, Andrew D.","contributorId":31804,"corporation":false,"usgs":true,"family":"Lange","given":"Andrew D.","affiliations":[],"preferred":false,"id":209549,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":33049,"text":"wri004276 - 2001 - Use of advanced borehole geophysical techniques to delineate fractured-rock ground-water flow and fractures along water-tunnel facilities in northern Queens County, New York","interactions":[],"lastModifiedDate":"2019-10-15T12:01:14","indexId":"wri004276","displayToPublicDate":"2002-06-01T00:00:00","publicationYear":"2001","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":"2000-4276","title":"Use of advanced borehole geophysical techniques to delineate fractured-rock ground-water flow and fractures along water-tunnel facilities in northern Queens County, New York","docAbstract":"Advanced borehole geophysical methods were used to assess the geohydrology of crystalline bedrock along the course of a new water tunnel for New York City. The logging methods include natural gamma, spontaneous potential, single-point resistance, mechanical and acoustic caliper, focused electromagnetic induction, electromagnetic resistivity, magnetic susceptibility, borehole-fluid temperature and conductance, differential temperature, heat-pulse flowmeter, acoustic televiewer, borehole deviation, optical televiewer, and borehole radar. Integrated interpretation of the geophysical logs from an 825-foot borehole (1) provided information on the extent, orientation, and structure (foliation and fractures) within the entire borehole, including intensely fractured intervals from which core recovery may be poor; (2) delineated transmissive fracture zones intersected by the borehole and provided estimates of their transmissivity and hydraulic head; and (3) enabled mapping of the location and orientation of structures at distances as much as 100 ft from the borehole.
Analyses of the borehole-wall image and the geophysical logs from the borehole on Crescent Street, in northern Queens County, are presented here to illustrate the application of the methods. The borehole penetrates gneiss and other crystalline bedrock that has predominantly southeastward dipping foliation and nearly horizontal and southeastward-dipping fractures. The heat-pulse flowmeter logs obtained under pumping and nonpumping conditions, together with the other geophysical logs, indicate five transmissive fracture zones. More than 90 percent of the open-hole transmissivity is associated with a fracture zone 272 feet BLS (below land surface). A transmissive zone at 787 feet BLS that consists of nearly parallel fractures lies within the projected tunnel path; here the hydraulic head is 12 to 15 feet lower than that of transmissive zones above the 315-foot depth. The 60-megahertz directional borehole radar logs indicate the location and orientation of two closely spaced radar reflectors that would intersect the projection of the borehole below its drilled depth.
Subsequent excavation of the tunnel past the borehole allowed comparison of the log analysis with conditions observed in the tunnel. The tunnel was found to intersect gneiss with southeastward dipping foliation; many nearly horizontal fractures; and a southeastward dipping fracture zone whose location, character, and orientation was consistent with that of the mapped radar reflectors. The fracture zone produced inflow to the tunnel at a rate of 50 to 100 gallons per minute. All conditions indicated by the logging methods were consistent with those observed within the tunnel.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/wri004276","usgsCitation":"Stumm, F., Chu, A., Lange, A., Paillet, F.L., Williams, J., and Lane, J., 2001, Use of advanced borehole geophysical techniques to delineate fractured-rock ground-water flow and fractures along water-tunnel facilities in northern Queens County, New York: U.S. Geological Survey Water-Resources Investigations Report 2000-4276, 12 p., https://doi.org/10.3133/wri004276.","productDescription":"12 p.","onlineOnly":"N","costCenters":[{"id":474,"text":"New York Water Science Center","active":true,"usgs":true},{"id":493,"text":"Office of Ground Water","active":true,"usgs":true}],"links":[{"id":324258,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/2000/4276/wri20004276.pdf","text":"Report","size":"781 KB","linkFileType":{"id":1,"text":"pdf"},"description":"WRI 2000-4276"},{"id":124978,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/2000/4276/coverthb.jpg"}],"country":"United States","state":"New York","county":"Queens County","otherGeospatial":"Crescent Street Borehole","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -73.94343852996826,\n 40.74802100224012\n ],\n [\n -73.9384388923645,\n 40.74802100224012\n ],\n [\n -73.9384388923645,\n 40.752857005669206\n ],\n [\n -73.94343852996826,\n 40.752857005669206\n ],\n [\n -73.94343852996826,\n 40.74802100224012\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"Director, New York Water Science Center
U.S. Geological Survey
425 Jordan Rd
Troy, NY 12180
(518) 285-5695
http://ny.water.usgs.gov/