SYNTHETIC DRAIN ENVELOPE. SOIL INTERACTIONS = INTERACTION SOL-ENVELOPPE SYNTHETIQUE DES DRAINSWILLARDSON LS; WALKER RE.1979; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; USA; DA. 1979; VOL. 105; NO 4; PP. 367-373; BIBL. 7 REF.Article

EFFECTS OF CONSOLIDATION ON PERMEABILITY MEASUREMENTS FOR SOFT CLAYPANE V; CROCE P; ZNIDARCIC D et al.1983; GEOTECHNIQUE; GBR; DA. 1983; VOL. 33; NO 1; PP. 67-72; ABS. FREArticle

INVESTIGATIONS ON VARIABILITY OF FILTRATION COEFFICIENT IN THE FLOW OF WATER SOLUTION THROUGH ARTIFICIAL POROUS MEDIUMSKAWINSKI R.1972; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1972; VOL. 20; NO 12; PP. 491-494; ABS. RUSSE; BIBL. 2 REF.Serial Issue

HEAD LOSS AT SOIL-DRAIN ENVELOPE INTERFACES = PERTE DE CHARGE A L'INTERFACE DE L'ENVELOPPE SOL-DRAINMILLER DW; WILLARDSON LS.1983; JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING; ISSN 513644; USA; DA. 1983; VOL. 109; NO 2; PP. 211-220; BIBL. 9 REF.Article

Hydraulic gradients near subsurface drains and soil erosionDIERICKX, W.Transactions of the ASAE. 1983, Vol 26, Num 5, pp 1409-1413, issn 0001-2351Article

ELECTROMAGNETIC DETERMINATION OF SOIL WATER CONTENT USING TOR: I. APPLICATIONS TO WETTING FRONTS AND STEEP GRADIENTSTOPP GC; DAVIS JL; ANNAN AP et al.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 4; PP. 672-678; BIBL. 18 REF.Article

DETERMINATION DES GRADIENTS HYDRAULIQUES DANS LES DIFFERENTES PHASES DU TRAITEMENT DES EAUXCORNET JC.1981; TECH. EAU ASSAIN.; ISSN 0040-120X; BEL; DA. 1981; NO 418; PP. 21-32; BIBL. 7 REF.Article

HYDRAULIC GRADIENTS ACROSS SIMULATED RAIN-FORMED SOIL SURFACE SEALSSHARMA PP; GANTZER CJ; BLAKE GR et al.1981; SOIL SCI. SOC. AM. J.; USA; DA. 1981; VOL. 45; NO 6; PP. 1031-1034; BIBL. 17 REF.Article

EFFECTS OF CONSOLIDATION ON PERMEABILITY MEASUREMENTS FOR SOFT CLAY = EFFETS DE LA CONSOLIDATION SUR LA MESURE DE PERMEABILITE D'ARGILE MOLLEPANE V; CROCE P; ZNIDARCIC D et al.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 33; NO 1; PP. 67-72; BIBL. 7 REF.Article

Rudolf Biel und die Fliessformeln seiner Zeit = Rudolf Biel and the flow formulae in his timeHAGER, Willi H.Gas- und Wasserfach. Gas - Erdgas. 2001, Vol 142, Num 12, pp 876-879, issn 0016-4909Article

Comportement hydraulique mutuel des volumes de roche peu perméable et des conduits karstiques : conséquences sur l'étude des aquifères karstiques = Mutual hydraulic behaviour of low-permeability rock volumes and karst conduits : consequences on the study of karst aquifersJEANNIN, P.-Y.Bulletin d'hydrogéologie. 1995, Num 14, pp 113-148, issn 1421-4946Article

Simulation de l'interaction sol-structure en dynamiqueZELIKSON, A; HABIB, P.Génie parasismique. 1985, pp 569-576Book Chapter

Instrumentation in groundwater = L'instrumentation liée à l'eau souterraineCHARLES, J. A.Engineering geology special publication. 1986, Num 3, pp 259-262, issn 0267-9914Conference Paper

The numerical simulation of saturated-unsaturated flow and its application for prevention of karst collapse hazardMINGTANG LEIAN; XIAOZHEN JIANG; LI YUHEN JIANG et al.International congress International Association of Engineering Geology. 1994, pp 4753-4756Conference Paper

Charts for the hydraulic design of channals and pipes = Abaques pour le calcul hydraulique de canaux et de canalisations1983, 47 p., isbn 0-946466-02-5Book

Paramètres affectant la perméabilité des sols fins compactés utilisés pour le confinement des déchets = Parameters influencing the permeability of compacted fine soils used for waste containmentDAOUD, F. Z; MASROURI, F; TISOT, J. P et al.International Symposium on Engineering Geology and the EnvironmentSymposium internationale de la géologie de l'ingénieur et l'environnement. 1997, pp 1739-1744, isbn 90-5410-877-0Conference Paper

Developing system head curves for water distribution pumping. A 500-gpm pump puts out 500 gpm. Right? Wrong? Well, maybe. It depends on the system head curve = Détermination des courbes de charge du système, pour le pompage dans les réseaux d'adductionWALSKI, T. M; ORMSBEE, L. E.Journal - American Water Works Association. 1989, Vol 81, Num 7, pp 63-66, issn 0003-150XArticle

Landscape position, surface hydraulic gradients and erosion processesGABBARD, D. S; HUANG, C; NORTON, L. D et al.Earth surface processes and landforms. 1998, Vol 23, Num 1, pp 83-93, issn 0197-9337Article

A mathematical model for field piping test = Modèle mathématique pour essai de perméabilité in situTAKEBAYASHI, S; MATSUMOTO, N; YAMAGUCHI, Y et al.International symposium on analytical evaluation of dam related safety problems. sd, pp 319-328Conference Paper

Time effects, cycles of tension - compression of model pilesZELIKSON, A.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 751-756, isbn 90-5410-891-6Conference Paper

Stress analysis of earth pressure with seepage flow during heavy rainstorms = Analyse des contraintes dues à la pression des terrains avec prise en compte de la percolation provenant de pluies torrentiellesKAWAMURA, M; WATANABE, T.Southeast Asian geotechnical conference. 9. 1987, pp 53-62Conference Paper

Recharge and depletion of Kalahari groundwaters; an indicative model = Recharge et appauvrissement des eaux souterraines du Kalahari : un modèle indicatifDE VRIES, J.J.Seminar on the mineral exploration of the Kalahari. 1985, Num 29, pp 251-260, issn 0522-5612Conference Paper

ETANCHEITE DES STOCKAGES SOUTERRAINS DE G.P.L. EN GALERIES NON RECOUVERTESBEREST P; MORISSEAU JM; NOE JM et al.1983; INTERNATIONAL CONGRESS ON ROCK MECHANICS. 5/1983/MELBOURNE; NLD; ROTTERDAM A.A. BALKEMA; DA. 1983; VOL. 2; PP. D221-D225; ABS. ENG/GER; BIBL. 9 REF.; ILL.Conference Paper

APPLICATION DE LA METHODE DES ISOTOPES DU MILIEU A L'ESTIMATION DE LA PERMEABILITE ET DE LA POROSITE EFFICACE D'UN MASSIF CRISTALLIN: LE MONT BLANCMICHELOT JL; BORTOLAMI GC; FONTES JC et al.1983; COMPTES RENDUS DES SEANCES DE L'ACADEMIE DES SCIENCES. SERIE 2: MECANIQUE, PHYSIQUE, CHIMIE, SCIENCES DE L'UNIVERS, SCIENCES DE LA TERRE; ISSN 0750-7623; FRA; DA. 1983; VOL. 296; NO 1; PP. 121-124; ABS. ENG; BIBL. 14 REF.Article

DER GEZIELTE EINSATZ DER DYNAMISCHEN KONSOLIDATION ZUR BAUGRUNDVERDICHTUNG = COMPACTAGE DU SOL PAR DES CONSOLIDATIONS DYNAMIQUESGOEDECKE HJ.1980; BAUTECHNIK; DEU; DA. 1980; VOL. 57; NO 4; PP. 109-116; BIBL. 14 REF.Article