NOVI POLIMERSKI TAMPONAŽNI FLUID ZA LIKVIDACIJU GUBLJENJA ISPLAKE
Journal Title: UNKNOWN - Year 1989, Vol 1, Issue 1
Abstract
U radu je prikazana receptura tamponažnog fluida pripremljenog na bazi vodene otopine produkata ak-rilne kiseline pod nazivom Solakryl M. Dal je prikaz rezultata laboratorijskih ispitivanja tehnoloških svojstava modifikacija predloženog tamponažnog fluida s dodatkom mineralnih punila. Predstavljena je metoda izvođenja operacije tamponiranja propusne zone naslaga za slučaj primjene opisanog fluida. Komentirani su efekti primjene predloženog tamponažnog fluida i metode njegovog utiskivanja u izuzetno složenim uvjetima izrade bušotina za zamrzavanje.
Authors and Affiliations
Stanislaw Stryczek, Boris Kavedžija
Keywords
Related Articles
- EP ID EP29252
- DOI -
- Views 309
- Downloads 7
RELATION OF DRILLING CAPACITY TO MARKET AND PROFIT
Owner of drilling rigs should employ highly professional officers, who are capable to manage profit-orientated operations at all stages and make accurate analyses of the next three questions: how to deploy drilling crews...
DRILLING FLUIDS DIFFERENTIAL STICKING TENDENCY DETERMINATION
Differential sticking is def ned as stuck pipe caused by the differential pressure forces from an overbalanced mud column acting on the drillstring against f lter cake deposited on a permeable formation. It is infl uen...
ODNOSI TOPLINSKE PROVODLJIVOSTI STRATIGRAFSKIH JEDINICA IZ ŠIREG PODRUČJA ZAGREBA
Thermal conductivity (KTV) of geological formations is one of the parameters responsible for the propagation of the heat under the earth surface. During geothermal investigations in the broader area of the Croatian ca...
AN APPROACH TO THE EVALUATION AND CLASSIFICATION OF DIMENSIONAL STONE QUARRIES WITH AN EMPHASIS ON SAFETY PARAMETERS.
Building, dimensional and decorative stones from mining and industry are among the significant resources of Iran. Following China and Italy, Iran is in third place of world production, but only has a minor contribution i...
SOIL STABILIZATION BY MEANS OF »LENDUR EH« UREAFORMALDEHYDE RESIN
Geomechanical behaviour of soil is determined by its physical and chemical properties. Sometimes geomechanical properties do not meet conditions required and improvements are necessary. Improvements can be made applying...