The feasibility of deep well injection for brine disposal /

A generalized methodology for evaluating the technical

Bibliographic Details
Main Author: Spongberg, Martin Edward
Format: Thesis eBook
Language:English
Published: [Place of publication not identified] : [publisher not identified] ; 1994.
Subjects:
Online Access:Link to OAKTrust copy

MARC

Tag First Indicator Second Indicator Subfields
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008 960613s1994 xx ab b 000 0 eng d
035 |9 AHA7533AM 
035 |a (OCoLC)34921542 
040 |a TXA  |c TXA  |d UtOrBLW 
049 |a TXAM  |a TXAR 
099 |a 1994  |a Thesis  |a S763 
100 1 |a Spongberg, Martin Edward. 
245 1 4 |a The feasibility of deep well injection for brine disposal /  |c by Martin Edward Spongberg. 
264 1 |a [Place of publication not identified] :  |b [publisher not identified] ;  |c 1994. 
300 |a x, 120 leaves :  |b illustrations, maps ;  |c 28 cm. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
500 |a "Major subject: Civil Engineering". 
500 |a Vita. 
502 |b M.S.  |c Texas A&M University  |d 1994. 
504 |a Includes bibliographical references. 
520 |a A generalized methodology for evaluating the technical  
520 |a a proposed brine injection project in the Dove Creek area of  
520 |a aquifers, the Strawn and EUenburger Formations, are  
520 |a brine by injection into deep saline aquifers is developed,  
520 |a brine for a project life of one hundred years. Two  
520 |a determination for this project. 
520 |a discussed only as they relate to technical feasibility. The  
520 |a economics of the project. Additional data, particularly  
520 |a feasibility of projects involving the disposal of waste  
520 |a fluid compatibility are discussed in detail. Injection  
520 |a hydraulic conductivity and net aquifer thickness data, are  
520 |a King and Stonewall Counties, North Central Texas. Four  
520 |a known deep aquifers are modeled, using the SWIFT/486  
520 |a literature. Data collection, groundwater modeling, and  
520 |a methodology is utilized to make a preliminary evaluation of  
520 |a more related to economic than technical feasibility, and are  
520 |a predicted to be acceptable for disposal. Each aquifer would  
520 |a primarily from the hydrology and petroleum engineering  
520 |a require only one disposal well which is favorable for the  
520 |a required to make a more definitive technical feasibility  
520 |a software, to determine their ability to receive two cfs of  
520 |a system design, economics, and regulatory considerations are  
530 |a Also available online. 
650 4 |a Major civil engineering. 
856 4 1 |u https://hdl.handle.net/1969.1/ETD-TAMU-1994-THESIS-S763  |z Link to OAKTrust copy  |t 0 
999 |a MARS 
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952 f f |p noncirc  |a Texas A&M University  |b J.J. Pickle Campus  |c High Density Repository  |s HDR  |d Remote Storage  |t 0  |e 1994 Thesis S763  |h Other scheme  |i computer -- online resource  |m A14841062393 
952 f f |a Texas A&M University  |b College Station  |c Electronic Resources  |s www_evans  |d Available Online  |t 0  |e 1994 Thesis S763  |h Other scheme 
998 f f |a 1994 Thesis S763  |t 0  |l Available Online 
998 f f |a 1994 Thesis S763  |t 0  |l Remote Storage