{"pageNumber":"2142","pageRowStart":"53525","pageSize":"25","recordCount":68909,"records":[{"id":8245,"text":"ofr82154 - 1982 - Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida","interactions":[],"lastModifiedDate":"2022-01-05T16:02:06.210612","indexId":"ofr82154","displayToPublicDate":"1982-01-01T22:05:00","publicationYear":"1982","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":"82-154","title":"Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida","docAbstract":"

Bibliographic citations and abstracts from 147 hydrologic and geologic investigations of the surficial aquifers of southeast Florida are listed in this annotated bibliography. The citations are listed alphabetically by the senior author's name.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82154","collaboration":"Prepared in cooperation with the South Florida Water Management District","usgsCitation":"Causaras, C.R., 1982, Annotated bibliography of the geology and hydrology of the surficial aquifers in Dade, Broward, and Palm Beach counties, Florida: U.S. Geological Survey Open-File Report 82-154, iii, 59 p., https://doi.org/10.3133/ofr82154.","productDescription":"iii, 59 p.","numberOfPages":"62","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142057,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0154/report-thumb.jpg"},{"id":35864,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0154/ofr82154.pdf","text":"Report","size":"1.44 MB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Broward County, Miami-Dade County, Palm Beach County","otherGeospatial":"Dade County","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -80.0738525390625,\n 26.953289277151505\n ],\n [\n -80.61561584472656,\n 26.963081804577588\n ],\n [\n -80.61767578124999,\n 26.90860007362184\n ],\n [\n -80.61698913574219,\n 26.898190457572685\n ],\n [\n -80.65818786621094,\n 26.837550696778024\n ],\n [\n -80.70281982421875,\n 26.806299349453557\n ],\n [\n -80.70419311523438,\n 26.79158985162887\n ],\n [\n -80.69526672363281,\n 26.767069784218428\n ],\n [\n -80.71243286132812,\n 26.7499025867666\n ],\n [\n -80.71929931640624,\n 26.759099622234444\n ],\n [\n -80.72135925292969,\n 26.778104469914027\n ],\n [\n -80.73783874511719,\n 26.781169470082627\n ],\n [\n -80.7501983642578,\n 26.76216513532189\n ],\n [\n -80.74264526367186,\n 26.74867625914078\n ],\n [\n -80.74607849121094,\n 26.732119541546812\n ],\n [\n -80.73509216308592,\n 26.718013770067476\n ],\n [\n -80.73165893554688,\n 26.700225740450705\n ],\n [\n -80.74882507324219,\n 26.694704752562995\n ],\n [\n -80.75981140136719,\n 26.699612310564078\n ],\n [\n -80.74813842773438,\n 26.72046707331258\n ],\n [\n -80.75637817382812,\n 26.7253735211638\n ],\n [\n -80.77491760253906,\n 26.711266913515747\n ],\n [\n -80.79345703125,\n 26.71004016936886\n ],\n [\n -80.79208374023438,\n 26.73089302213736\n ],\n [\n -80.80924987792969,\n 26.740091595363495\n ],\n [\n -80.81748962402344,\n 26.735799020431674\n ],\n [\n -80.81954956054688,\n 26.71004016936886\n ],\n [\n -80.8538818359375,\n 26.735185782216114\n ],\n [\n -80.88203430175781,\n 26.747449918285657\n ],\n [\n -80.88409423828125,\n 26.77136117828696\n ],\n [\n -80.89920043945312,\n 26.773813330666446\n ],\n [\n -80.90538024902344,\n 26.763391317397897\n ],\n [\n -80.92735290527344,\n 26.77197422134585\n ],\n [\n -80.88958740234375,\n 25.140311914680755\n ],\n [\n -80.86761474609374,\n 25.162687451233257\n ],\n [\n -80.76599121093749,\n 25.112958466940725\n ],\n [\n -80.64239501953125,\n 25.06818507635862\n ],\n [\n -80.49407958984375,\n 25.19251511519153\n ],\n [\n -80.38421630859374,\n 25.17014505150313\n ],\n [\n -80.34027099609375,\n 25.167659235421773\n ],\n [\n -80.15899658203125,\n 25.497826512321023\n ],\n [\n -80.10955810546875,\n 25.83203324251533\n ],\n [\n -80.04638671875,\n 26.418930009317858\n ],\n [\n -80.01617431640625,\n 26.799557733065328\n ],\n [\n -80.0738525390625,\n 26.953289277151505\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"

Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e47d8e4b07f02db4b5180","contributors":{"authors":[{"text":"Causaras, Carmen R.","contributorId":19549,"corporation":false,"usgs":true,"family":"Causaras","given":"Carmen","email":"","middleInitial":"R.","affiliations":[],"preferred":false,"id":157413,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":7968,"text":"ofr82253 - 1982 - Deep artesian aquifers of Sanibel and Captiva Islands, Lee County, Florida","interactions":[],"lastModifiedDate":"2022-01-05T15:42:36.562618","indexId":"ofr82253","displayToPublicDate":"1982-01-01T22:05:00","publicationYear":"1982","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":"82-253","title":"Deep artesian aquifers of Sanibel and Captiva Islands, Lee County, Florida","docAbstract":"

Sanibel and Captiva Islands, two of the barrier islands off the lower west coast of Florida, have a resident population of about 6,000 and an additional 6,000 visitors during the peak of the tourist season. Rapid growth and extensive development in recent years have imposed progressively greater stress on the water resources of the islands.

Sanibel and Captiva Islands are underlain by a series of geologic formations containing some zones of relatively freshwater and other zones of more mineralized, or even very saline water. Two aquifers are the principal sources of water supply on the islands. The upper aquifer is in the upper part of the Hawthorn Formation. The lower aquifer is in the lower part of the Hawthorn Formation and the underlying upper part of the Tampa Limestone. Both aquifers are under sufficient artesian pressure to permit wells to flow at land surface. The potentiometric surface of the lower Hawthorn-upper Tampa aquifer has been lowered in the central part of Sanibel Island where the Island Water Association operates about 10 wells that tap the lower aquifer.

In 1977, the average pumpage from these 10 wells was 1.4 million gallons per day. The water is processed through a desalination plant before distribution. In 1977, the total volume of water withdrawn from both the lower and upper aquifers for all purposes was 690 million gallons, an average of about 1.9 million gallons per day.

Water from the upper Hawthorn aquifer during the period 1975-77 contained dissolved solids concentrations ranging from 721 to 2,390 milligrams per liter. Water from the lower Hawthorn-upper Tampa aquifer during the same period contained concentrations ranging from 1,700 to 4,130 milligrams per liter. Water from both aquifers is hard and contains relatively high concentrations of sodium, sulfate, and chloride.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82253","collaboration":"Prepared in cooperation with the City of Sanibel and the Board of Commissioners of Lee County, Florida","usgsCitation":"Boggess, D.H., and O’Donnell, T., 1982, Deep artesian aquifers of Sanibel and Captiva Islands, Lee County, Florida: U.S. Geological Survey Open-File Report 82-253, iv, 32 p., https://doi.org/10.3133/ofr82253.","productDescription":"iv, 32 p.","numberOfPages":"36","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":140255,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0253/report-thumb.jpg"},{"id":35537,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0253/ofr82253.pdf","text":"Report","size":"749 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","otherGeospatial":"Captiva 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Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4abbe4b07f02db6726bd","contributors":{"authors":[{"text":"Boggess, D. H.","contributorId":85180,"corporation":false,"usgs":true,"family":"Boggess","given":"D.","email":"","middleInitial":"H.","affiliations":[],"preferred":false,"id":156906,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"O’Donnell, T.H.","contributorId":69970,"corporation":false,"usgs":true,"family":"O’Donnell","given":"T.H.","email":"","affiliations":[],"preferred":false,"id":156905,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":8841,"text":"ofr82772 - 1982 - Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida","interactions":[],"lastModifiedDate":"2022-01-05T16:13:49.843023","indexId":"ofr82772","displayToPublicDate":"1982-01-01T22:05:00","publicationYear":"1982","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":"82-772","title":"Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida","docAbstract":"

As a result of declining water levels and saline-water intrusion in the Cape Coral area, the U.S. Geological Survey in cooperation with the City of Cape Coral established a monitoring well network in Cape Coral and adjacent areas in 1978-79. The network was designed to provide indication of lateral movement of saline water in the upper part of the Hawthorn Formation; to provide trends in water levels; and to provide background data from: (1) the aquifer in the upper part of the Hawthorn Formation; (2) the aquifer in the lower part of the Hawthorn Formation and upper part of the Tampa Limestone; and (3) the surficial aquifer. The monitoring well network consists of 77 wells.

Data collected in this network since 1978, as well as data collected from selected wells in the network prior to 1978, are compiled in this report. These data include water-quality data from 69 wells, water-level data from 29 wells, and lithologic logs from 18 wells. Other data compiled in this report include municipal pumpage and rainfall data supplied by the City of Cape Coral.

","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ofr82772","collaboration":"Prepared in cooperation with the City of Cape Coral","usgsCitation":"Fitzpatrick, D.J., 1982, Hydrologic data from monitoring of saline-water intrusion in the Cape Coral area, Lee County, Florida: U.S. Geological Survey Open-File Report 82-772, v, 48 p., https://doi.org/10.3133/ofr82772.","productDescription":"v, 48 p.","numberOfPages":"53","costCenters":[{"id":27821,"text":"Caribbean-Florida Water Science Center","active":true,"usgs":true}],"links":[{"id":142006,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/of/1982/0772/report-thumb.jpg"},{"id":36416,"rank":299,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/of/1982/0772/ofr82772.pdf","text":"Report","size":"635 KB","linkFileType":{"id":1,"text":"pdf"},"description":"Report"}],"country":"United States","state":"Florida","county":"Lee County","city":"Cape Coral","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -82.28759765625,\n 26.35988109485539\n ],\n [\n -81.54327392578125,\n 26.35988109485539\n ],\n [\n -81.54327392578125,\n 26.814266197561462\n ],\n [\n -82.28759765625,\n 26.814266197561462\n ],\n [\n -82.28759765625,\n 26.35988109485539\n ]\n ]\n ]\n }\n }\n ]\n}","contact":"

Caribbean-Florida Water Science Center
U.S. Geological Survey
3321 College Avenue
Davie, FL 33314

Contact Pubs Warehouse

","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a1be4b07f02db607761","contributors":{"authors":[{"text":"Fitzpatrick, Daniel J.","contributorId":31367,"corporation":false,"usgs":true,"family":"Fitzpatrick","given":"Daniel","email":"","middleInitial":"J.","affiliations":[],"preferred":false,"id":158420,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":901,"text":"901 - 1982 - Water resources data","interactions":[],"lastModifiedDate":"2014-07-08T15:51:29","indexId":"901","displayToPublicDate":"1982-01-01T15:48:56","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":345,"text":"Annual Report","active":false,"publicationSubtype":{"id":6}},"title":"Water resources data","docAbstract":"No abstract available.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"U.S. Geological Survey water-supply paper","largerWorkSubtype":{"id":6,"text":"USGS Unnumbered Series"},"language":"English","publisher":"U.S Geological Survey","doi":"10.3133/901","issn":"0363-1974","collaboration":"Prepared in cooperation with the Nebraska Dept. of Water Resources, the Conservation and Survey Division of the University of Nebraska, the Nebraska Dept. of Environmental Control, and with other state and federal agencies","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1982, Water resources data: Annual Report, https://doi.org/10.3133/901.","costCenters":[],"links":[{"id":289569,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/usgs_thumb.jpg"}],"country":"United States","state":"Nebraska","geographicExtents":"{ \"type\": \"FeatureCollection\", \"features\": [ { \"type\": \"Feature\", \"properties\": {}, \"geometry\": { \"type\": \"Polygon\", \"coordinates\": [ [ [ -104.0535,39.9999 ], [ -104.0535,43.0017 ], [ -95.3083,43.0017 ], [ -95.3083,39.9999 ], [ -104.0535,39.9999 ] ] ] } } ] }","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53bd130ce4b00cbf31f72386","contributors":{"authors":[{"text":"Water Resources Division, U.S. Geological Survey","contributorId":128075,"corporation":true,"usgs":false,"organization":"Water Resources Division, U.S. Geological Survey","id":527816,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":900,"text":"900 - 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1982 - Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee","interactions":[{"subject":{"id":70275162,"text":"70275162 - 1982 - Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee","indexId":"70275162","publicationYear":"1982","noYear":false,"title":"Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee"},"predicate":"SUPERSEDED_BY","object":{"id":70195984,"text":"tm4B5 - 2018 - Guidelines for determining flood flow frequency — Bulletin 17C","indexId":"tm4B5","publicationYear":"2018","noYear":false,"title":"Guidelines for determining flood flow frequency — Bulletin 17C"},"id":1}],"supersededBy":{"id":70195984,"text":"tm4B5 - 2018 - Guidelines for determining flood flow frequency — Bulletin 17C","indexId":"tm4B5","publicationYear":"2018","noYear":false,"title":"Guidelines for determining flood flow frequency — Bulletin 17C"},"lastModifiedDate":"2026-04-17T18:27:41.320881","indexId":"70275162","displayToPublicDate":"1982-01-01T14:20:43","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":6,"text":"USGS Unnumbered Series"},"seriesTitle":{"id":350,"text":"Bulletin","active":false,"publicationSubtype":{"id":6}},"seriesNumber":"17B","title":"Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee","docAbstract":"

In December 1967, Bulletin No. 15, \"A Uniform Technique for Determining Flood Flow Frequencies,\" was issued by the Hydrology Committee of the Water Resources Council. The report recommended use of the Pearson Type III distribution with log transformation of the data (log-Pearson Type III distribution) as a base method for flood flow frequency studies. As pointed out in that report, further studies were needed covering various aspects of flow frequency determinations.

In March 1976, Bulletin 17, \"Guidelines for Determining Flood Flow Frequency\" was issued by the Water Resources Council. The guide was an extension and update of Bulletin No. 15. It provided a more complete guide for flood flow frequency analysis incorporating currently accepted technical methods with sufficient detail to promote uniform application. It was limited to defining flood potentials in terms of peak discharge and exceedance probability at locations where a systematic record of peak flood flows is available. The recommended set of procedures was selected from those used or described in the literature prior to 1976, based on studies conducted for this purpose at the Center for Research in Water Resources of the University of Texas at Austin (summarized in Appendix 14) and on studies by the Work Group on Flood Flow Frequency.

The \"Guidelines\" were revised and reissued in June 1977 as Bulletin 17A. Bulletin 17B is the latest effort to improve and expand upon the earlier publications. Bulletin 17B provides revised procedures for weighting a station skew value with the results from a generalized skew study, detecting and treating outliers, making two station comparisons, and computing confidence limits about a frequency curve. The Work Group that prepared this revision did not address the suitability of the original distribution or the generalized skew map.

Major problems are encountered when developing guides for flood flow frequency determinations. There is no procedure or set of procedures that can be adopted which, when rigidly applied to the available data, will accurately define the flood potential of any given watershed. Statistical analysis alone will not resolve all flood frequency problems. As discussed in subsequent sections of this guide, elements of risk and uncertainty are inherent in any flood frequency analysis. User decisions must be based on properly applied procedures and proper interpretation of results considering risk and uncertainty. Therefore, the judgment of a professional experienced in hydrologic analysis will enhance the usefulness of a flood frequency analysis and promote appropriate application.

It is possible to standarize many elements of flood frequency analysis. This guide describes each major element of the process of defining the flood potential at a specific location in terms of peak discharge and exceedance probability. Use is confined to stations where available records are adequate to warrant statistical analysis of the data. Special situations may require other approaches. In those cases where the procedures of this guide are not followed, deviations must be supported by appropriate study and accompanied by a comparison of results using the recommended procedures.

As a further means of achieving consistency and improving results, the Work Group recommends that studies be coordinated when more than one analyst is working currently on data for the same location. This recommendation holds particularly when defining exceedance probabilities for rare events, where this guide allows more latitude.

Flood records are limited. As more years of record become available at each location, the determination of flood potential may change. Thus, an estimate may be outdated a few years after it is made. Additional flood data alone may be sufficient reason for a fresh assessment of the flood potential. When making a new assessment, the analyst should incorporate in his study a review of earlier estimates. Where differences appear, they should be acknowledged and explained.

","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Reston, VA","doi":"10.3133/70275162","usgsCitation":"Interagency Advisory Committee on Water Data, 1982, Guidelines for determining flood flow frequency: Bulletin #17B of the Hydrology Subcommittee (Revised September 1981, Editorial Corrections March 1982): Bulletin 17B, 194 p., https://doi.org/10.3133/70275162.","productDescription":"194 p.","costCenters":[],"links":[{"id":503223,"rank":2,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/unnumbered/70275162/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":503222,"rank":1,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/unnumbered/70275162/report-thumb.jpg"}],"edition":"Revised September 1981, Editorial Corrections March 1982","noUsgsAuthors":false,"publicationStatus":"PW","contributors":{"authors":[{"text":"Interagency Advisory Committee on Water Data","contributorId":370138,"corporation":true,"usgs":false,"organization":"Interagency Advisory Committee on Water Data","id":959854,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":70120263,"text":"70120263 - 1982 - The importance of streamflow forecasting to water management with instream flow considerations","interactions":[],"lastModifiedDate":"2014-08-13T14:04:32","indexId":"70120263","displayToPublicDate":"1982-01-01T14:02:11","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":9,"text":"Other Report"},"title":"The importance of streamflow forecasting to water management with instream flow considerations","docAbstract":"No abstract available.","largerWorkType":{"id":18,"text":"Report"},"largerWorkTitle":"Proceedings of the International Symposium on Hydrometerology, Denver, CO","largerWorkSubtype":{"id":9,"text":"Other Report"},"language":"English","publisher":"American Water Resources Association","publisherLocation":"Bethesda, MD","usgsCitation":"Milhous, R.T., 1982, The importance of streamflow forecasting to water management with instream flow considerations, 5 p.","productDescription":"5 p.","startPage":"207","endPage":"211","numberOfPages":"5","costCenters":[],"links":[{"id":292106,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"53ec7bd4e4b02bf5a76740be","contributors":{"authors":[{"text":"Milhous, Robert T.","contributorId":28646,"corporation":false,"usgs":true,"family":"Milhous","given":"Robert","email":"","middleInitial":"T.","affiliations":[],"preferred":false,"id":498073,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":36686,"text":"36686 - 1982 - Liming of acidified waters: issues and research - a report of the International Liming Workshop","interactions":[],"lastModifiedDate":"2014-07-23T15:03:46","indexId":"36686","displayToPublicDate":"1982-01-01T13:55:00","publicationYear":"1982","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":1,"text":"Federal Government Series"},"seriesTitle":{"id":20,"text":"FWS/OBS","active":false,"publicationSubtype":{"id":1}},"seriesNumber":"80/40.14","title":"Liming of acidified waters: issues and research - a report of the International Liming Workshop","docAbstract":"

Acidic deposition is a problem of significant national and international concern. It is strongly suspected that acidic deposition has adversely affected aquatic resources in Scandinavia and North America. While substantial resources are being devoted to understanding the causative factors associated with surface water acidification, much less research is being conducted on mitigative strategies. Mitigative techniques involving liming may be useful for short-term protection of specific component of aquatic communities or for renovation of seriously impacted aquatic ecosystems.

\n
\n

The selection of effective liming strategies is based on an integrated understanding of the following key factors: biological systems, water chemistry, sediment chemistry, hydrology, and watershed characteristics, effectiveness of neutralizing materials, and application techniques. Research in Scandinavia, Canada, and the U.S. has led to a partial understanding of some of the key factors for successful neutralization of surface waters (Bengtsson, 1982; Fraser and Britt, 1982). However, conflicting results of liming operations and experiments have been reported. (Fraser et al., 1982; Fraser and Britt, 1982; Sverdrup and Bjerle, 1982). Additional research is required to improve the ability of scientists and resource managers to select effective liming strategies.

\n
\n

An International Liming workshop was convened during 19-25 September 1982 at the University of Washington's Friday Harbor Laboratories. The major objective of this workshop were:

\n
\n

- To identify the most critical deficiencies in the scientific understanding of liming techniques and their long-term consequences.

\n
\n

- To develop and document a research strategy to address information deficiencies that are pertinent to the protection or renovation of acidic surface waters in the United States.

\n
\n

The participants who contributed to this workshop are listed in Table 1.

","language":"English","publisher":"U.S. Fish and Wildlife Service","collaboration":"Performed for the Eastern Energy and Land Use Team, Division of Biological Services, Research and Development, Fish and Wildlife Service, U.S. Department of the Interior","usgsCitation":"Schreiber, R.K., 1982, Liming of acidified waters: issues and research - a report of the International Liming Workshop: FWS/OBS 80/40.14, vi, 36 p.","productDescription":"vi, 36 p.","costCenters":[],"links":[{"id":290832,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/thumbnails/outside_thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"57ff901ae4b0824b2d16e113","contributors":{"authors":[{"text":"Schreiber, R. 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Values of the unit hydrograph parameters time of concentration (TC) and storage coefficient (R) can be estimated for streams in Illinois by a two-step technique developed from data for 98 gaged basins in the State. The sum of TC and R is related to stream length (L) and main channel slope (S) by the relation (TC + R)e = 35.2L0.39 S-0.78. The variable R/(TC + R) is not significantly correlated with drainage area, slope, or length, but does exhibit a regional trend. Regional values of R/(TC + R) are used with the computed values of (TC + R)e to solve for estimated values of time of concentration (TCe) and storage coefficient (Re). The use of the variable R/(TC + R) is thought to account for variations in unit hydrograph parameters caused by physiographic variables such as basin topography, flood-plain development, and basin storage characteristics.

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Director, Central Midwest Water Science Center
U.S. Geological Survey
405 North Goodwin
Urbana, IL 61801

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Values of time of concentration and storage coefficient, two unit hydrograph parameters, are presented for 194 and 120 basins in Illinois. Tabulated values consist of those computed by previous investigators as well as those computed for 98 basins as part of this investigation. These additional values were computed by calibration of the U.S. Army Corps of Engineers Flood Hydrograph Package (HEC-1). The significance of differences in method used by each investigator to compute these unit hydrography parameters was evaluated by statistical comparison of four sets of time of concentration values and three sets of storage coefficient values. Because no difference due to method was identified, it is concluded that all of the values tabulated in this report can be used in any application for which time of concentration and storage coefficient are required.

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Director, Central Midwest Water Science Center
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405 North Goodwin
Urbana, IL 61801

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