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NO950056L - Waste landfill in hydraulically fractured soil formations - Google Patents

Waste landfill in hydraulically fractured soil formations

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Publication number
NO950056L
NO950056L NO950056A NO950056A NO950056L NO 950056 L NO950056 L NO 950056L NO 950056 A NO950056 A NO 950056A NO 950056 A NO950056 A NO 950056A NO 950056 L NO950056 L NO 950056L
Authority
NO
Norway
Prior art keywords
fracture
interest
zone
layers
fluid flow
Prior art date
Application number
NO950056A
Other languages
Norwegian (no)
Other versions
NO950056D0 (en
Inventor
Thomas K Perkins
Original Assignee
Atlantic Richfield Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from US07/910,381 external-priority patent/US5226749A/en
Application filed by Atlantic Richfield Co filed Critical Atlantic Richfield Co
Publication of NO950056D0 publication Critical patent/NO950056D0/en
Publication of NO950056L publication Critical patent/NO950056L/en

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  • Processing Of Solid Wastes (AREA)

Abstract

Faste avfallsmaterialer i oppslemning injiseres i underjordiske formasjoner i en sone (102) av interesse som har en forholdsvis lav kompresjonsspenning (96) og er omgitt av soner med høyere kompresjonsspenning (98, 100), idet sonen av interesse har vekselvise lag med henholdsvis forholdsvis høy og lav permeabilitet for fluidstrømning. De faste avfallsmaterialer i oppslemning ledes gjennom en injiseringsbrønn (92) gjennom sonen av interesse, for å danne en konvensjonell, to-vinget hydraulisk fraktur (132, 134). Frakturen utvides ved minskning av tendensen til dannelse av filterkake i frakturen nær materiallagene med forholdsvis lav permeabilitet (142, 144), mens det avsettes partikkel- filterkake nær jordlagene med høy permeabilitet (146, 148, 150), for å danne strømningsbaner for klart fluid gjennom frakturen og å muliggjøre at filterkakelagene som avsettes i frakturen bidrar til å tvinge frakturen til a åpne seg.Solid slurry waste materials are injected into underground formations into a zone (102) of interest having a relatively low compression stress (96) and surrounded by zones of higher compression stress (98, 100), the zone of interest having alternate layers of relatively high, respectively. and low permeability for fluid flow. The slurry solid waste materials are passed through an injection well (92) through the zone of interest to form a conventional two-wing hydraulic fracture (132, 134). The fracture is expanded by decreasing the tendency of filter cake formation in the fracture near the relatively low permeability layers (142, 144), while depositing particle filter cake near the high permeability layers (146, 148, 150) to form clear fluid flow paths through the fracture and to enable the filter tile layers deposited in the fracture to force the fracture to open.

NO950056A 1992-07-08 1995-01-06 Waste landfill in hydraulically fractured soil formations NO950056L (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US07/910,381 US5226749A (en) 1992-07-08 1992-07-08 Waste disposal in hydraulically fractured earth formations
PCT/US1993/006286 WO1994001232A1 (en) 1992-07-08 1993-07-01 Waste disposal in hydraulically fractured earth formations

Publications (2)

Publication Number Publication Date
NO950056D0 NO950056D0 (en) 1995-01-06
NO950056L true NO950056L (en) 1995-03-08

Family

ID=26786850

Family Applications (1)

Application Number Title Priority Date Filing Date
NO950056A NO950056L (en) 1992-07-08 1995-01-06 Waste landfill in hydraulically fractured soil formations

Country Status (1)

Country Link
NO (1) NO950056L (en)

Also Published As

Publication number Publication date
NO950056D0 (en) 1995-01-06

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