First filling of Kielder reservoir and future operational considerations = Première mise en eau du réservoir Kielder et considérations opérationnelles futuresBRADY, J. A; DAVIS, J. M; DOUGLAS, E. W et al.Journal of the Institution of Water Engineers and Scientists. 1983, Vol 37, Num 4, pp 295-312, issn 0309-1600Article

Piezometer installation under artesian conditions = Mise en place de piézomètres dans des conditions de flux artésienLOGANI, K. L.Journal of geotechnical engineering. 1983, Vol 109, Num 8, pp 1121-1125, issn 0733-9410Article

Water table oscillation due to hydroelectric dam reservoir impoundment in Sao Paulo state, BrazilSILVA, A. L. B; ALBUQUERQUE FILHO, J. L; BREVIGLIERI, F. C et al.International Congress International Association for Engineering Geology and the EnvironmentCongrès international Association internationale de géologie de l'ingénieur et de l'environnement. 1998, pp 2367-2372, isbn 90-5410-990-4Conference Paper

Simulation of dams constructed with unsaturated fills during construction and water impoundingNG, K. L. A; SMALL, J. C.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 281-286, isbn 90-5410-586-0Conference Paper

Remedial treatment for Menjer concrete gravity dam (Indonesia)SOEDIBYO.Symposium on developments in geotechnical engineering. 1994, pp 469-475Conference Paper

Lessons from a landslide occurred after the filling of a small reservoirGUIDICINI, G; LOUSA, J.International congress International Association of Engineering Geology. 1994, pp 3853-3858Conference Paper

Grundwasserbewirtschaftung des 2. und 20. Bezirkes in Wien : Erreichung der quantitativen Ziele und Betriebserfahrungen = Groundwater management in the 2nd and zoth districts of Vienna : Attainment of quantitative goals and operational experiencePICHER, W.Österreichische Wasser- und Abfallwirtschaft. 2008, Vol 60, Num 1-2, pp 19-24, issn 0945-358X, 6 p.Article

October filling for bath countyWorld water. 1984, Vol 7, Num 7, pp 26-27, issn 0140-9050Article

Monitoring of water table oscillation due to reservoir impoundment: The case of Três Irmaos reservoir and the city of Pereira Barreto, BrazilALBUQUERQUE FILHO, J. L; BONACIN SILVA, A. L; BREVIGLIERI, F. C et al.International Association of Hydrogeologists congress. 2001, pp 1111-1117, isbn 90-2651-848-X, 2VolConference Paper

Deformation analysis of fill-type dams during reservoir fillingKOHGO, Y.International symposium on numerical models in geomechanics. 1992, pp 777-787Conference Paper

Etude préliminaire des effets de la mise en eau du réservoir de LG-2 (Territoire de la Baie James, Québec) sur le seston grossier et le zooplancton des rivières et des lacs inondés = Preliminary study of the effects of impoundment of LG-2 reservoir (James Bay Territory, Quebec) on the net seston and the zooplancton of impounded rivers and lakesPINEL-ALLOUL, B; METHOT, G.Internationale Revue der gesamten Hydrobiologie. 1984, Vol 69, Num 1, pp 57-78, issn 0020-9309Article

MEDICIONES EN LA PRESA LA AGOSTURA DURANTE EL PRIMER LLENADO. = MESURES IN SITES AU BARRAGE DE ANGOSTURA DURANT LE PREMIER REMPLISSAGERAMIREZ DE ARELLANO L; MANUEL CAMPOS PJ.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. 5; BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC. SUELOS; DA. 1975; VOL. 2; PP. 135-149; ABS. ANGL.; BIBL. 6 REF.Conference Paper

PAUSHET DAM FAILURE. AN INTERPRETATION.MURTI NGK.1977; J. INST. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 58; NO 1; PP. 26-33; BIBL. 2 REF.Article

APPROVISIONNEMENT D'UN STOCK EN MODULES ANNUELSVASIL'EV MA.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 8; PP. 90-94; BIBL. 1 REF.Article

METHODE DE CALCUL DE L'AFFLUENCE DE L'EAU DANS LE BARRAGE DE LA CENTRALE HYDROELECTRIQUE DE NOVOSIBIRSK SUR LA RIVIERE OBMILYUKOVA OA.1976; GIDROMETEOROL. NAUCH.-ISSLEDOVAT. CENTR S.S.S.R., TRUDY; S.S.S.R.; DA. 1976; NO 175; PP. 63-72; BIBL. 1 REF.Article

Isolation intégrée pour toiture : caissons ou panneaux ? = Built-in roofing insulation : prefabricated roofing components or panels ?AROMANS, L.Batirama (Saint-Thibery). 2003, Num 356, pp 30-32, issn 0767-9920, 3 p.Article

Seismicity associated with mines, reservoirs and fluid injectionsTALEBI, Shahriar.Pure and Applied Geophysics. 1997, Vol 150, Num 3-4, issn 0033-4553, 344 p.Conference Proceedings

Soil collapse prediction using an elastoplastic modelKOHGO, Y; NAKANO, M; MIYAZAKI, T et al.International conference on expansive soils. 1992, pp 55-60Conference Paper

On the possibility of reservoir-induced seismicity in the Garhwal HimalayaRAMESH CHANDER-WEJNG.Engineering geology. 1991, Vol 30, Num 3-4, pp 393-399, issn 0013-7952Article

Foundation behaviour of Ataturk Dam on first fillingBASMACI, E.International congress on large dams. 17. 1991, pp 1051-1062, 12 p.Conference Paper

Analysis of the movements of Gardiner dam = Analyse des mouvements du barrage GardinerMORGENSTERN, N. R; SIMMONS, J. V.Numerical methods in geomechanics. International conference on numerical methods in geomechanics. 4. 1982, pp 1003-1027Conference Paper

Treibhausgas aus Flussstauhaltungen = Greenhouse gases from river impoundmentsMÜLLER, Dieter.Wasser und Boden. 2000, Vol 52, Num 11, pp 42-43, issn 0043-0951Article

Etude des instabilités de talus dues à la mise en eau de carrières ou mines à ciel ouvert = Study of slope stability due to quarries and open pits fillingCOJEAN, R; FLEURISSON, J.A.International symposium on landslides. 1992, pp 1271-1277Conference Paper

Corrections to the foundation permeability of Cortes Dam (Valencia, Spain) during first fillingNAVALON, N; GAZTANAGA, J.M; LOPEZ MARINAS, J.M et al.International congress on large dams. 17. 1991, pp 247-260, 14 p.Conference Paper

Foundation treatments and behavior during impounding at Okuno DamTAKEMURA, K; NIREI, T; SHIBATA, I et al.International congress on large dams. 17. 1991, pp 401-416, 16 p.Conference Paper