{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,27]],"date-time":"2025-10-27T10:36:03Z","timestamp":1761561363773},"reference-count":16,"publisher":"Springer Science and Business Media LLC","issue":"4","license":[{"start":{"date-parts":[[2009,8,26]],"date-time":"2009-08-26T00:00:00Z","timestamp":1251244800000},"content-version":"tdm","delay-in-days":0,"URL":"http:\/\/www.springer.com\/tdm"}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Irrig Drainage Syst"],"published-print":{"date-parts":[[2009,11]]},"DOI":"10.1007\/s10795-009-9079-5","type":"journal-article","created":{"date-parts":[[2009,8,25]],"date-time":"2009-08-25T06:28:44Z","timestamp":1251181724000},"page":"153-162","source":"Crossref","is-referenced-by-count":8,"title":["A simple numerical analyses software for predicting water table height in subsurface drainage"],"prefix":"10.1007","volume":"23","author":[{"given":"Paulo Jorge","family":"Castanheira","sequence":"first","affiliation":[]},{"given":"Francisco L\u00facio","family":"Santos","sequence":"additional","affiliation":[]}],"member":"297","published-online":{"date-parts":[[2009,8,26]]},"reference":[{"key":"9079_CR1","doi-asserted-by":"crossref","first-page":"1143","DOI":"10.1061\/JSFEAQ.0001801","volume":"98","author":"C Desai","year":"1972","unstructured":"Desai C (1972) Seepage analysis of earth banks under drawdown. J Soil Mech Found Div 98:1143\u20131161","journal-title":"J Soil Mech Found Div"},{"issue":"11","key":"9079_CR2","doi-asserted-by":"crossref","first-page":"1613","DOI":"10.1029\/WR022i011p01613","volume":"22","author":"G Fipps","year":"1986","unstructured":"Fipps G, Skaggs R (1986) Drain as a boundary condition in finite elements. Water Resour Res 22(11):1613\u20131621","journal-title":"Water Resour Res"},{"key":"9079_CR3","doi-asserted-by":"crossref","first-page":"165","DOI":"10.1061\/JRCEA4.0000773","volume":"97","author":"P France","year":"1971","unstructured":"France P, Parekh C, Peters J, Taylor C (1971) Numerical analysis of free surface seepage problems. J Irrig Drain Div 97:165\u2013179","journal-title":"J Irrig Drain Div"},{"key":"9079_CR4","doi-asserted-by":"crossref","first-page":"15","DOI":"10.1016\/0022-1694(75)90096-7","volume":"27","author":"A Gureghian","year":"1975","unstructured":"Gureghian A, Youngs E (1975) The calculation of steady state water table heights in drained soils by means of the finite-element method. J Hydrol (Amst) 27:15\u201332. doi: 10.1016\/0022-1694(75)90096-7","journal-title":"J Hydrol (Amst)"},{"key":"9079_CR5","doi-asserted-by":"crossref","first-page":"19","DOI":"10.1061\/JRCEA4.0000412","volume":"92","author":"D Kirkham","year":"1966","unstructured":"Kirkham D (1966) Steady state theories for drainage. J Irrig Drain Div 92:19\u201339","journal-title":"J Irrig Drain Div"},{"key":"9079_CR6","doi-asserted-by":"crossref","unstructured":"Kirkham D, Toksoz S, Ploeg R (1974) Steady flow to drains and wells. In Drainage for Agriculture, editado por Van Shilfgaarde, ASA, Agronomy series 17","DOI":"10.2134\/agronmonogr17.c13"},{"issue":"HY 12","key":"9079_CR7","doi-asserted-by":"crossref","first-page":"2233","DOI":"10.1061\/JYCEAJ.0003829","volume":"99","author":"S Neuman","year":"1973","unstructured":"Neuman S (1973) Saturated-unsaturated seepage by finite elements. J. Hydraul Div. A.S.C.E. 99(HY 12):2233\u20132250","journal-title":"J. Hydraul Div. A.S.C.E."},{"issue":"6","key":"9079_CR8","doi-asserted-by":"crossref","first-page":"1883","DOI":"10.1029\/96WR00753","volume":"32","author":"L Pan","year":"1996","unstructured":"Pan L, Warrick A, Wierenga J (1996) Finite element methods for modelling water flow in variably saturated porous media: numerical oscillation and mass-distributed schemes. Water Resour Res 32(6):1883\u20131889. doi: 10.1029\/96WR00753","journal-title":"Water Resour Res"},{"key":"9079_CR9","unstructured":"Simunek J, Huang K, van Genucthen MT (1995) The SWMS_3D code for simulating water flow and solute transport in three dimensional variably saturated media. Research report n 139, U.S. Salinity Laboratory. Riverside. USA"},{"key":"9079_CR10","volume-title":"The HYDRUS2D software package for simulating the two dimensional movement of water, heat and m\u00faltiple solutes in variably saturated media","author":"J Simunek","year":"1999","unstructured":"Simunek J, Sejna M, van Genuchten M (1999) The HYDRUS2D software package for simulating the two dimensional movement of water, heat and m\u00faltiple solutes in variably saturated media. U.S. Salinity laboratory, Riverside, California"},{"issue":"4","key":"9079_CR11","doi-asserted-by":"crossref","first-page":"243","DOI":"10.1061\/(ASCE)0733-9437(2000)126:4(243)","volume":"126","author":"K Tarboton","year":"2000","unstructured":"Tarboton K, Wallender P (2000) Finite element grid configurations for drains. J Irrig Drain Eng 126(4):243\u2013249. doi: 10.1061\/(ASCE)0733-9437(2000)126:4(243)","journal-title":"J Irrig Drain Eng"},{"key":"9079_CR12","volume-title":"AQUAFEM-N: a multi-layered finite element aquifer flow model, users manul and description","author":"LR Townley","year":"1990","unstructured":"Townley LR (1990) AQUAFEM-N: a multi-layered finite element aquifer flow model, users manul and description. CSIRO division of water resources, Pert"},{"key":"9079_CR13","doi-asserted-by":"crossref","first-page":"892","DOI":"10.2136\/sssaj1980.03615995004400050002x","volume":"44","author":"M Genucthen van","year":"1980","unstructured":"van Genucthen M (1980) A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892\u2013898","journal-title":"Soil Sci Soc Am J"},{"key":"9079_CR14","unstructured":"Vimoke B, Taylor G (1962) Simulating water flow in soil with an electric resistance network. ARS. USDA 41\u201365"},{"key":"9079_CR15","doi-asserted-by":"crossref","DOI":"10.1007\/978-1-4757-3038-8","volume-title":"Computational subsurface hydrology\u2013fluid flows","author":"G Yeh","year":"1999","unstructured":"Yeh G (1999) Computational subsurface hydrology\u2013fluid flows. Kluwer Academic, USA"},{"key":"9079_CR16","doi-asserted-by":"crossref","first-page":"37","DOI":"10.1016\/0378-3774(79)90012-X","volume":"2","author":"H Zaradny","year":"1979","unstructured":"Zaradny H, Feddes R (1979) Calculation of non steady flow towards a drain in saturated unsaturated soil by finite elements. Agric Water Manag. Elsevier S. P. 2:37\u201353","journal-title":"Agric Water Manag. Elsevier S. P."}],"container-title":["Irrigation and Drainage Systems"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/link.springer.com\/content\/pdf\/10.1007\/s10795-009-9079-5.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/link.springer.com\/article\/10.1007\/s10795-009-9079-5\/fulltext.html","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"http:\/\/link.springer.com\/content\/pdf\/10.1007\/s10795-009-9079-5","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2021,10,10]],"date-time":"2021-10-10T00:57:48Z","timestamp":1633827468000},"score":1,"resource":{"primary":{"URL":"http:\/\/link.springer.com\/10.1007\/s10795-009-9079-5"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2009,8,26]]},"references-count":16,"journal-issue":{"issue":"4","published-print":{"date-parts":[[2009,11]]}},"alternative-id":["9079"],"URL":"https:\/\/doi.org\/10.1007\/s10795-009-9079-5","relation":{},"ISSN":["0168-6291","1573-0654"],"issn-type":[{"value":"0168-6291","type":"print"},{"value":"1573-0654","type":"electronic"}],"subject":[],"published":{"date-parts":[[2009,8,26]]}}}