{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,29]],"date-time":"2026-04-29T03:33:58Z","timestamp":1777433638795,"version":"3.51.4"},"reference-count":13,"publisher":"American Geophysical Union (AGU)","issue":"6","license":[{"start":{"date-parts":[[2006,6,1]],"date-time":"2006-06-01T00:00:00Z","timestamp":1149120000000},"content-version":"vor","delay-in-days":0,"URL":"http:\/\/onlinelibrary.wiley.com\/termsAndConditions#vor"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Water Resources Research"],"published-print":{"date-parts":[[2006,6]]},"abstract":"<jats:p>A rigorous, closed form solution for the hydraulic head, sharp interface shape, and position in a confined aquifer bordered on one side by a static interface with intruded sea water and on another side by a constant head boundary is obtained in terms of the Dupuit\u2010Forcheheimer model. Linear and nonlinear differential equations governing the hydraulic head variation with the horizontal coordinate contain a sink term, which is assumed to have a constant strength over the unintruded part of the catchment and linearly decreasing strength through the section overlying the interface. Solutions of the two equations are conjugated. For the length of the freshwater zone a quartic is obtained and solved. An explicit solvability condition is presented. The interface equation includes the commanding freshwater head, seawater level, density contrast between saline and fresh water, aquifer thickness and conductivity, and intensity of smeared losses, which model abstraction from the aquifer.<\/jats:p>","DOI":"10.1029\/2005wr004551","type":"journal-article","created":{"date-parts":[[2006,6,1]],"date-time":"2006-06-01T01:54:46Z","timestamp":1149126886000},"source":"Crossref","is-referenced-by-count":25,"title":["Sharp interface, one\u2010dimensional seawater intrusion into a confined aquifer with controlled pumping: Analytical solution"],"prefix":"10.1029","volume":"42","author":[{"given":"A. R.","family":"Kacimov","sequence":"first","affiliation":[{"name":"Department of Soils, Water, and Agricultural Engineering Sultan Qaboos University  Muscat Sultanate of Oman"}],"role":[{"role":"author","vocabulary":"crossref"}]},{"given":"M. M.","family":"Sherif","sequence":"additional","affiliation":[{"name":"Civil and Environmental Engineering Department United Arab Emirates University  Al\u2010Ain United Arab Emirates"}],"role":[{"role":"author","vocabulary":"crossref"}]}],"member":"13","published-online":{"date-parts":[[2006,6]]},"reference":[{"key":"e_1_2_6_2_1","unstructured":"Al\u2010Mushikhi A. A. M.(2002) Formation of subsurface water of the east\u2010south Batinah region (Sultanate of Oman) and perspectives of development (in Russian) Ph.D. thesis Moscow State Geoexplor. Univ. Moscow."},{"key":"e_1_2_6_3_1","doi-asserted-by":"publisher","DOI":"10.1023\/A:1008127027743"},{"key":"e_1_2_6_4_1","doi-asserted-by":"publisher","DOI":"10.1007\/978-94-017-2969-7"},{"issue":"1","key":"e_1_2_6_5_1","first-page":"26","article-title":"Optimization of irrigation above a phreatic surface in a ground lump (in Russian)","volume":"31","author":"Kacimov A. R.","year":"1997","journal-title":"Hydrotech. 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