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Systèmes drainants en matériaux granulaires et géosynthétiques : critères d'équivalence = Equivalence criteria for granular and geocomposite: drainage systemsBORDIER, C; ZIMMER, D.La notion d'équivalence en étanchéité-drainage. 2000, 11 p.Conference Paper

CONSOLIDATION AROUND SAND DRAINS IN NON-DARCIAN SOILSKRIZEK RJ; ELNAGGAR HA; AZZOUZ AS et al.1976; ACTA TECH. ACAD. SCI. HUNGAR.; HONGR.; DA. 1976; VOL. 82; NO 1-2; PP. 99-119; ABS. ALLEM. RUSSE; BIBL. 15REF.Article

TRANSFERT DES NITRATES, EN MILIEU POREUX SATURE, EN PRESENCE D'UNE POROSITE STRUCTURALEDE COCKBORNE ANNE MARIE.1980; ; FRA; MONTFAVET: INRA; DA. 1980; 93 P.; 30 CM; BIBL. 4 P.; TH. UNIV.: AGRON./GRENOBLE 1/1980Thesis

UNE ETUDE DE L'ECOULEMENT SOUTERRAIN D'APRES LA LOI DE DARCYIIDA O.1974; J. JAP. FOREST. SOC.; JPN; 1974, VOL. 56, NUM. 0005, P. 155 A 159Serial Issue

AN EFFICIENT NUMERICAL METHOD OF TWO-DIMENSIONAL STEADY GROUNDWATER PROBLEMS.LIU PLF; LIGGETT JA.1978; WAT. RESOURCES RES.; USA; DA. 1978; VOL. 14; NO 3; PP. 385-390; BIBL. 11 REF.; 6 ILL.Article

DARCY'S LAW REVISITEDROSE W.1976; J. MING GEOL.; NGA; DA. 1976; VOL. 13; NO 1; PP. 38-44; BIBL. 15 REF.Article

OSNOVNYE URAVNENIYA MNOGOMERNOJ FIL'TRATSUE V DEFORMIRUEMYKH GRUNTAKH = APPLICATION D'UNE EQUATION GENERALE A L'ETUDE DE L'INFILTRATION MULTIDIMENSIONNELLE DANS DES SOLS DEFORMESBARSEGYAN RM.1981; DOKL., AKAD. NAUK ARM. SSR; ISSN 0321-1339; SUN; DA. 1981; VOL. 72; NO 2; PP. 103-108; ABS. ARM; BIBL. 4 REF.Article

BEITRAG ZUR HYDRAULIK DER BODENEROSION BEIM DUENNSCHICHTABFLUSS = CONTRIBUTION A L'HYDRAULIQUE DE L'EROSION DU SOL PAR UN ECOULEMENT LAMELLAIREKARANTOUNIAS G.1980; WASSERWIRTSCHAFT; ISSN 0043-0978; DEU; DA. 1980; VOL. 70; NO 10; PP. 347-350; ABS. ENG; BIBL. 16 REF.; ILL.Article

UEBERLEGUNGEN ZUR MITTELWERTBILDUNG BEIM PROPORTIONALITAETS-KOEFF, K IN DER DARCY-GLEICHUNG. = REFLEXIONS SUR LA VALEUR MOYENNE DU COEFFICIENT DE PROPORTIONALITE K DANS L'EQUATION DE DARCYSCHWEIKLE U.1977; MITT. DTSCH. BODENKDL. GESELLSCH.; DTSCH.; DA. 1977; VOL. 25; NO 1; PP. 67-72; BIBL. 1 P.; (REF. JAHRESTAG.; BREMEN; 1977)Conference Paper

DARCY-WEISBACH-WIDERSTANDSBEIWERTE FUER DEN DUENNSCHICHTABFLUSS AUF STARK GENEIGTEN FLAECHEN = PARAMETRES DE RESISTANCE DE DARCY-WEISBACH POUR L'ECOULEMENT EN COUCHE MINCE SUR DES SURFACES FORTEMENT INCLINEESKARANTOUNIAS G; MOSONYI E.1981; WASSER & BODEN; ISSN 0043-0951; DEU; DA. 1981; VOL. 33; NO 3; PP. 102-105; ABS. ENG; BIBL. 10 REF.Article

THE GENERALIZATION OF DARCY'S LAW FOR NONUNIFORM FLOWSDAGAN G.1979; WAT. RESOURCES RES.; USA; DA. 1979; VOL. 15; NO 1; PP. 1-7; BIBL. 12 REF.Article

AN EXPERIMENTAL EVALUATION OF NON-DARCIAN FLOW IN POROUS MEDIA.SONI JP; NURUL ISLAM; BASAK P et al.1978; J. HYDROL.; NLD; DA. 1978; VOL. 38; NO 3-4; PP. 231-241; BIBL. 11 REF.; 4 ILL.Article

NON-DARCY FLOW IN THE VICINITY OF WELLS AND DISCUSSION.DUDGEON CR; AU YEUNG CN.1970; UNIV. NEW SOUTH WALES, WAT. RES. LAB. REP.; AUS; 1970(4), NUM. 0113, P. 13 A 27Miscellaneous

NON-PENETRATING WELL WITH NON-LINEAR FLOW AND INITIAL GRADIENTBASAK P; SONI JP.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 58; NO 5; PP. 212-215; BIBL. 14 REF.Article

STEADY NON-DARCIAN SEEPAGE THROUGH EMBANKMENTS.PUNYABRATA BASAK.1976; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 4; PP. 435-443; BIBL. 1 P.; 5 ILL.Article

CONTRIBUTION A L'ETUDE HYDRODYNAMIQUE DES AQUIFERES KARSTIQUES. I. GENERALITES SUR LE KARST ET LES LOIS D'ECOULEMENT UTILISEES.MANGIN A.1974; ANN. SPELEOLOGIE; FRA; 1974, VOL. 29, NUM. 0003, P. 283 A 332Serial Issue

COMPARAISON ENTRE DIFFERENTS SCHEMAS DE RESOLUTION NUMERIQUE DE L'EQUATION DE L'INFILTRATION.VAUCLIN M; TOUMA J; WIERENGA P et al.1976; LETTERS HEAT MASS TRANSFER; G.B.; 1976, VOL. 2, NUM. 0006, P. 473 A 479Serial Issue

ANWENDUNG DES GESETZES VON DARCY IN DER GRUND WASSERSTROEMUNG. = APPLICATION DE LA LOI DE DARCY A L'ECOULEMENT SOUTERRAINVALENTIN F.1975; DTSCH. GEWAESSERKDL. MITT; DEU; 1975, VOL. 19, NUM. 0002, P. 54 A 56Serial Issue

LIMITATIONS OF DARCY'S LAW IN GLASS BEAD POROUS MEDIABOERSMA L; LINDSTROM FT; SAXENA SK et al.1973; SOIL SCI. SOC. AMER., PROC.; U.S.A. ; 1973, VOL. 37, NUM. 0002, P. 333 A 335Serial Issue

APPROXIMATE CIRCULATION OF FREE SURFACE FLOW IN NON-LINEAR POROUS MEDIA.LACHER H.sdIN: NAPPES SOUTERR. DETECT. VIE PROT. REUN. INT.; RAPPERSWILL, SUISSE; 1975; ZURICH INST. HYDROMECH. AMENAGEMENT EAUX,, NUM. 0001-0001-C6 , P. 1 A 5Miscellaneous

Profiles of eminent hydrogeologists : Henry Darcy 1803-18581994, Vol 2, Num 1, p.53Article

Edinitsy izmereniya absolyutnoj pronitsaemosti v sisteme SIBOGANIK, V. N.Izvestiâ vysših učebnyh zavedenij. Geologiâ i razvedka. 1986, Num 11, pp 97-99, issn 0016-7762Article

CONGELATION D'UN MILIEU POREUX HUMIDE ALIMENTE EN EAU. MODELE ET THEOREMES D'EXISTENCEFREMOND M; GHIDOUCHE H; POINT N et al.1982; COMPTES RENDUS DES SEANCES DE L'ACADEMIE DES SCIENCES. SERIE 1: MATHEMATIQUE; ISSN 0249-6291; FRA; DA. 1982; VOL. 294; NO 21; PP. 711-714; ABS. ENG; BIBL. 9 REF.Article

MATERIAUX CAPILLAIRES ET FISSURES. 3. TORTUOSITE. LOI DE DARCYNIKOL'SKIJ SS.1982; MEH. KOMPOZ. MATER.; ISSN 507156; SUN; DA. 1982; NO 3; PP. 443-448; BIBL. 7 REF.Article

TYPE CURVES FOR LARGE-DIAMETER WELLS NEAR BARRIERSSEN ZEKAI.1982; GROUND WATER; ISSN 0017-467X; USA; DA. 1982-06; VOL. 20; NO 3; PP. 274-277; BIBL. 5 REF.; ILL.Article

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