HYDRAULIC GRADIENT EYED IN LEAKED LOCATIONSEIDERS EJ.1979; OIL GAS J.; USA; DA. 1979; VOL. 77; NO 47; PP. 112-125; (4 P.)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

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

PHYSICAL AND BIOCHEMICAL TRANSFORMATIONS IN RESIDUES DECOMPOSING UNDER SMALL HYDRAULIC GRADIENTS = TRANSFORMATIONS PHYSIQUE ET BIOCHIMIQUE DANS DES RESIDUS EN DECOMPOSITION DANS DES CONDITIONS DE GRADIENTS HYDRAULIQUES FAIBLESTOLLNER EW; HILL DT; BUSCH CD et al.1983; AGRICULTURAL WASTES; ISSN 0141-4607; GBR; DA. 1983; VOL. 7; NO 3; PP. 127-146; BIBL. 2 P.Article

SIMULATION OF FERTILIZER NITROGEN UNDER CROPPED SITUATIONSTILLOTSON WR; WAGENET RJ.1982; SOIL SCI.; USA; DA. 1982; VOL. 133; NO 3; PP. 133-143; BIBL. 24 REF.Article

CONSOLIDATION WITH THRESHOLD GRADIENTS = CONSOLIDATION AVEC UN DES GRADIENTS DE SEUILPASCAL F; PASCAL H; MURRAY DW et al.1981; INT. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1981; VOL. 5; NO 3; PP. 247-261; BIBL. 13 REF.Article

VLIYANIYE FIL'TRATSII NA RUSLOVOY PROTSESS = THE EFFECTS OF FILTRATION ON CHANNEL PROCESSES = EFFETS DES INFILTRATIONS SUR LES MECANISMES AFFECTANT LES LITS DE RIVIERESRUSS YU V; KOZHINA ZM ED.1981; TR. GOS. ORDENA TR. KRASNOGO ZNAMENI GIDROL. INST.; ISSN 0371-6872; SUN; DA. 1981; NO 272; PP. 129-132; BIBL. 4 REF.Article

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

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

The flow of water through gravelsMULQUEEN, J.Irish journal of agricultural and food research. 2005, Vol 44, Num 1, pp 83-94, issn 0791-6833, 12 p.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

INTERFLOW OF WATER THROUGH A SLOPING SOIL WITH SEEPAGE FACEAHUJA LR; ROSS JD.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 2; PP. 245-250; BIBL. 16 REF.Article

MEASURING THE HYDRAULIC CONDUCTIVITY OF SOIL HORIZONS WITH CONTINUOUS MACROPORESBOUMA J.1982; SOIL SCI. SOC. AM. J.; USA; DA. 1982; VOL. 46; NO 2; PP. 438-441; BIBL. 17 REF.Article

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

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

Seepage Velocity and Piping Resistance of Coir Fiber Mixed SoilsSIVAKUMAR BABU, G. L; VASUDEVAN, A. K.Journal of irrigation and drainage engineering. 2008, Vol 134, Num 4, pp 485-492, issn 0733-9437, 8 p.Article

Benthic algal response to hyporheic-surface water exchange in an alluvial riverWYATT, Kevin H; HAUER, F. Richard; PESSONEY, George F et al.Hydrobiologia (The Hague). 2008, Vol 607, pp 151-161, issn 0018-8158, 11 p.Article

Hydraulic Behavior of Filter Protected Silt under Cyclic FlowLUN CHEN; ZHUANG, Yan-Feng; ZHAO WANG et al.Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 8, pp 1159-1166, issn 1090-0241, 8 p.Article

Electrokinetic retention, migration and remediation of nitrates in silty loam soil under hydraulic gradientsMANOKARARAJAH, Krishnapillai; RAMANATHAN SRI RANJAN.Engineering geology. 2005, Vol 77, Num 3-4, pp 263-272, issn 0013-7952, 10 p.Conference Paper

Permeameter for investigating the hydraulic characteristics of geotextiles = Perméamètre pour la recherche des caractéristiques hydrauliques des géotextilesDÜRST, R; BUCHER, F; SCHAERER, C et al.Mitteilungen des Institutes für Grundbau und Bodenmechanik, Eidgenössische Technische Hochschule Zürich. 1983, Num 118, pp 319-324, issn 0374-0064Serial Issue

Rationalized charts for the method of fragments applied to confined seepage = Graphiques rationalisés pour l'application de la méthode des fragments au problème d'écoulement confinéGRIFFITHS, D. V.Geotechnique. 1984, Vol 34, Num 2, pp 229-238, issn 0016-8505Article

Scour due to riprap and improper filters = Affouillement dû à un perré et à des filtres impropresKOLOSEUS, H. J.Journal of hydraulic engineering (New York, N.Y.). 1984, Vol 110, Num 10, pp 1315-1324, issn 0733-9429Article

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