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dc.contributor.authorKurtulus, B.
dc.contributor.authorYaylim, T.N.
dc.contributor.authorAvşar, O.
dc.contributor.authorKulac, H.F.
dc.contributor.authorRazack, M.
dc.date.accessioned2020-11-20T17:17:16Z
dc.date.available2020-11-20T17:17:16Z
dc.date.issued2019
dc.identifier.issn2073-4441
dc.identifier.urihttps://doi.org/10.3390/W11091777
dc.identifier.urihttps://hdl.handle.net/20.500.12809/6354
dc.description.abstractThe StrategicWater Storage & Recovery (SWSR) Project in Liwa, Abu Dhabi is a leading and unique hydrogeology project in the world because of both its financial and scientific dimensions. The objective of the project is to store desalinized water in the local Liwa aquifer, to be able to supply water to Abu Dhabi in case of emergency. A total of 315 recovery wells have been drilled in pursuance of the scope of the SWSR project. Out of the total 315 wells, 25 wells met construction problems and were removed from the study. The remaining 290 wells have been analyzed using step drawdown tests (SDTs) and the model of Rorabaugh. This provided a large and unique database regarding the parameters of this model: linear aquifer-loss coefficient (B), non-linear well-loss coefficient (C) and the exponent p. Analysis of this exceptional data set revealed noteworthy and novel findings: (1) the range of the exponent p values is found to be very extensive, varying from 0.35 to 6.01. For comparison, the highest values of p given in the literature very seldom exceed 4; (2) p behaves like a lognormal variable; (3) parameters C and p are closely correlated. A semi-logarithmic diagram displays a linear relation of p vs. log C, with a determination coefficient R2 = 0.83; (4) A graphical and tabulated procedure, termed GeneralWell Efficiency Criteria, is proposed to assess well efficiency. Given the very wide range of p values implied in this procedure, it becomes possible thus to assess the efficiency of any well analyzed with an SDT. This study finally raises questions about Jacob's model validity, which assumes that p is constant and equal to 2. © 2019 by the authors.en_US
dc.description.sponsorshipAcknowledgments: This study was carried out as part of a project supported by ZETAS¸-Dubai Inc. We acknowledge Georg Koziorowski for his valuable comments and support during the report evaluations. We thank also Nihat Ozhan Ozdol and ZETAS Inc. workers for their support in the field. The data for this paper are available by contacting the corresponding author.en_US
dc.item-language.isoengen_US
dc.publisherMDPI AGen_US
dc.item-rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAbu dhabien_US
dc.subjectGeneral well efficiency criteriaen_US
dc.subjectJacob modelen_US
dc.subjectLiwa aquiferen_US
dc.subjectRorabaugh modelen_US
dc.subjectStep drawdown testsen_US
dc.subjectStrategic water storage and recovery projecten_US
dc.subjectWell efficiencyen_US
dc.titleThe well efficiency criteria revisited-development of a generalwell efficiency criteria (GWEC) based on rorabaugh's modelen_US
dc.item-typearticleen_US
dc.contributor.departmenten_US
dc.contributor.departmentTempKurtulus, B., Department of Geological Engineering, Muğla Sitki Koçman University, Muğla, 48000, Turkey, Center for Environment and Waters, King Fahd University of Petroleum and Minerals, Dhahran, 31261, Saudi Arabia; Yaylim, T.N., Department of Geological Engineering, Muğla Sitki Koçman University, Muğla, 48000, Turkey; Avşar, O., Department of Geological Engineering, Muğla Sitki Koçman University, Muğla, 48000, Turkey; Kulac, H.F., Zetas Zemin Teknolojisi A. S., Alemdağ Merkez Mah. Reşadiye Cad. No: 69/A, Istanbul, 34794, Turkey; Razack, M., University of Poitiers, UMR CNRS IC2MP, Poitiers, 86000, Franceen_US
dc.identifier.doi10.3390/W11091777
dc.identifier.volume11en_US
dc.identifier.issue9en_US
dc.identifier.startpage1en_US
dc.identifier.endpage14en_US
dc.relation.journalWater (Switzerland)en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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