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Off.,","doi":"10.3133/wsp762","usgsCitation":"Water Resources Division, U.S. Geological Survey, 1936, Surface water supply of the United States, 1934, Part VII, Lower Mississippi River basin: U.S. Geological Survey Water Supply Paper 762, v, 129 p. ;23 cm., https://doi.org/10.3133/wsp762.","productDescription":"v, 129 p. ;23 cm.","costCenters":[],"links":[{"id":139295,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/0762/report-thumb.jpg"},{"id":31665,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/0762/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4afee4b07f02db69773e","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":528302,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":1968,"text":"wsp771 - 1936 - Floods in the United States — Magnitude and frequency","interactions":[],"lastModifiedDate":"2022-01-31T22:17:10.857095","indexId":"wsp771","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1936","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":"771","title":"Floods in the United States — Magnitude and frequency","docAbstract":"

From time immemorial floods have transformed beneficent river waters into a menace to humanity. Man's progress toward economic stability has been repeatedly halted or even thrown backward by the interruption of his efforts to make effective use of rivers and of valley lands. This handicap is not imposed by the destructiveness of large rivers alone, or of rivers in widely separated areas, for there are few if any streams, brooks, or rivulets that are not subject to flows beyond their channel capacities. Yet, though man for ages has suffered seriously from recurring floods, he has not been deterred from continuing to extend his activities in areas that are virtually foredoomed to flood damage.

Today in the United States serious floods may occur in any section in any year, and even, in some regions, several times a year. Many of these floods leave behind them the tragedy of death and disease and of property irreparably damaged. The aggregate direct property damage caused by floods in this country has been estimated roughly to average $35,000,000 a year. In addition there are serious indirect and intangible losses of great but not precisely calculable magnitude.

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States\"\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b28e4b07f02db6b10a6","contributors":{"authors":[{"text":"Jarvis, Clarence S.","contributorId":75509,"corporation":false,"usgs":true,"family":"Jarvis","given":"Clarence","email":"","middleInitial":"S.","affiliations":[],"preferred":false,"id":144451,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":2139,"text":"wsp773B - 1936 - Water resources of the Edwards limestone in the San Antonio area, Texas","interactions":[],"lastModifiedDate":"2016-08-22T11:44:21","indexId":"wsp773B","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1936","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":"773","chapter":"B","title":"Water resources of the Edwards limestone in the San Antonio area, 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The water discharged from the large springs of San Antonio and most of the deep wells of the San Antonio area comes from a common reservoir in fissures and solution channels in the Edwards limestone.

\n

The water enters the limestone in a zone of outcrop along the Balcones escarpment, which crosses the northern parts of Bexar and Medina Counties and extends a long distance both to the east and west of these counties. It is estimated that the combined annual losses into the limestone from the Medina, Prio, Dry Prio, Nueces, and Sabinal Rivers and Hondo Creek may average as much as 150,000 acre-feet a year, the equivalent of a continuous flow of about 134,000,000 gallons a day. Smaller streams also contribute to the underground reservoir, and additional recharge is provided from rainfall on the outcrop of the limestone by direct penetration and by seepage from innumerable storm-water channels.

","language":"English","publisher":"U.S. Government Printing Office","publisherLocation":"Washington, D.C.","doi":"10.3133/wsp773B","usgsCitation":"Livingston, P., Sayre, A., and White, W.N., 1936, Water resources of the Edwards limestone in the San Antonio area, Texas: U.S. Geological Survey Water Supply Paper 773, 59-113 p. :ill., 1 folded map ;24 cm., https://doi.org/10.3133/wsp773B.","productDescription":"59-113 p. :ill., 1 folded map ;24 cm.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":137793,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wsp/0773b/report-thumb.jpg"},{"id":27739,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wsp/0773b/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a14e4b07f02db602d9e","contributors":{"authors":[{"text":"Livingston, Penn","contributorId":104977,"corporation":false,"usgs":true,"family":"Livingston","given":"Penn","affiliations":[],"preferred":false,"id":144727,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Sayre, A.N.","contributorId":84339,"corporation":false,"usgs":true,"family":"Sayre","given":"A.N.","email":"","affiliations":[],"preferred":false,"id":144728,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"White, W. N.","contributorId":69954,"corporation":false,"usgs":true,"family":"White","given":"W.","email":"","middleInitial":"N.","affiliations":[],"preferred":false,"id":144726,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":2137,"text":"wsp773D - 1936 - Ground-water resources of Kleberg County, Texas","interactions":[],"lastModifiedDate":"2016-08-16T11:38:47","indexId":"wsp773D","displayToPublicDate":"1994-01-01T00:00:00","publicationYear":"1936","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":"773","chapter":"D","title":"Ground-water resources of Kleberg County, Texas","docAbstract":"

Abundant supplies of fresh water are obtained from deep artesian wells In all parts of Kleberg County. The water is derived from a stratum of sand, 10 to 150 feet thick, which usually has been referred to the Goliad sand but possibly may be at the base of the LIssie formation. The top of the sand Is reached at depths of around 400 feet In the western part of the county, 600 to 700 feet In the locality of Klngsville, and 1,250 to 1,450 feet In the eastern part of the county. Small supplies of fairly good water are obtained from shallow wells In very sandy areas in the eastern and southern parts of the county, but with this exception, so far as known, no good water has been obtained In the county either above or below the artesian fresh-water horizon.

\n

The fresh artesian water Is supplied by percolation from the outcrop of the water-bearing sands, which is many miles to the west In Jim Wells, Brooks, and Duval Counties. The estimated average replenishment from the outcrop to the wells of Kleberg County is 3,000,000 gallons a day.

\n

Available Information regarding most of the wells of the county Is given in the table of well records. Of the 43V wells listed 34 are not In use, and the water supplies from the others are used as follows: , Entirely for stock, 151; domestic use and stock, 241; public supply, 3; Industrial supply, 2; Irrigation, 4; railroad supply, 1; unrecorded, 1. About 80 are flowing wells In the southern and eastern parts of the county.

\n

It is concluded that the total withdrawal from those wells averages about 4,000,000 gallons a day. Some water is wasted, but the amount is not very great.

\n

There has been a general decline In the artesian head throughout the county. The largest decline has been in the western part of the county and In the vicinity of Klngsville, where the water level is now 15 to 45 feet below the surface in wells that once had a strong flow. Wells continue to flow in the southern and eastern parts of the county, but under less head than formerly. There was a small net loss in head in most parts of the county between the winters of 1932-33 and 1934-35, indicating that the decline is slowly continuing. Originally the artesian pressure In the fresh-water sands was much higher than the pressure In the overlying saltwater sands, but this relation has been reversed in the western part of the county and In the district around Klngsville, as a result of the decline in artesian head.

\n

Water obtained from the fresh-water horizon is comparatively fresh in the western and central parts of the county but contains a somewhat higher proportion of chlorides toward the Gulf. Samples obtained from about 100 wells, located for the most part in the central part of the county, showed a. higher chloride content than is normal for the freshwater beds in the area. These wells are believed in large part to be defective and to be admitting salt water. This was demonstrated and the leaks located in several wells that were tested. No evidence was found of salt-water contamination by percolation through the formations, however. The leaky wells should be repaired, If practicable, or sealed to prevent them from contaminating the fresh-water sand. The chances of leaks developing can be largely eliminated If the wells are properly drilled and provided with casing of good grade, and the casing is adequately seated.

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