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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

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

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

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

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

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

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

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

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

A Stress-controlled Erosion Apparatus for Studying Internal Erosion in SoilsCHANG, D. S; ZHANG, L. M.ASTM geotechnical testing journal. 2011, Vol 34, Num 6, pp 579-589, issn 0149-6115, 11 p.Article

True Triaxial Piping Test Apparatus for Evaluation of Piping Potential in Earth StructuresRICHARDS, Kevin S; REDDY, Krishna R.ASTM geotechnical testing journal. 2010, Vol 33, Num 1, pp 83-95, issn 0149-6115, 13 p.Article

Rate of capillary rise in soilLU, N; LIKOS, W. J.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 6, pp 646-650, issn 1090-0241, 5 p.Article

Critical Hydraulic Gradients of Internal Erosion under Complex Stress StatesCHANG, D. S; ZHANG, L. M.Journal of geotechnical and geoenvironmental engineering. 2013, Vol 139, Num 9, pp 1454-1467, issn 1090-0241, 14 p.Article

Euglenoid morphospecies replacement along a hydraulic gradient of the Lower Paraná Basin (Argentina)TELL, Guillermo; O'FARRELL, Inés; LOMBARDO, Ruben Jorge et al.Freshwater biology (Print). 2005, Vol 50, Num 4, pp 616-626, issn 0046-5070, 11 p.Article

Genesis of dewatering structures and its implications for melt-out till identificationCARLSON, Anders E.Journal of Glaciology. 2004, Vol 50, Num 168, pp 17-24, issn 0022-1430, 8 p.Article

System curves and pump selection = Courbes du système et choix des pompesHIRREL, T. D.Journal - American Water Works Association. 1989, Vol 81, Num 7, pp 67-73, issn 0003-150XArticle

Mécanismes du compactage = Soil compaction processesGUERIF, J.Comptes rendus des séances de l'Académie d'agriculture de France. 1988, Vol 74, Num 1, pp 9-28, issn 0151-1335Article

Distance-constrained contaminant detection networks in aquifers with varying hydraulic gradientsHUDAK, P. F.Bulletin of environmental contamination and toxicology. 2006, Vol 77, Num 1, pp 74-81, issn 0007-4861, 8 p.Article

Stability of shirasu talus deposit due to inflow and outflow normal to slopeMIWA, K; CHO, K; HIRA, M et al.Soils and foundations. 1997, Vol 37, Num 4, pp 127-131, issn 0038-0806Article

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