ANALYSIS OF FLOW IN FRACTURE SYSTEMS. A POROUS MEDIUM MODEL.BREDEHOEFT JD.1971; GEOL. SOC. AMER., ABSTR. PROGRAMS; USA; 1971, VOL. 3, NUM. 0007Miscellaneous

FINITE DIFFERENCE APPROXIMATIONS TO THE EQUATIONS OF GROUND-WATER FLOW.BREDEHOEFT JD.1968; WAT. RESOURCES RES.; USA; 1968(4), VOL. 5, NUM. 0002, P. 531 A 534Miscellaneous

A WATER QUALITY MODEL TO EVALUATE WATER MANAGEMENT PRACTICES IN AN IRRIGATED STREAM-AQUIFER SYSTEM.KONIKOW LF; BREDEHOEFT JD.1974; IN: SALINITY WATER RESOUR. PROC. 15TH ANNU. WEST. RESOUR. CONF.; BOULDER, COLO.; 1974; BOULDER, COLO. MERRIMAN,1974, P. 36 A 59Miscellaneous

MODELING FLOW AND CHEMICAL QUALITY CHANGES IN AN IRRIGATED STREAM-AQUIFER SYSTEM.KONIKOW LF; BREDEHOEFT JD.1974; WAT. RESOURCES RES.; U.S.A.; DA. 1974; VOL. 10; NO 3; PP. 546-562; BIBL. 30 REF.; 25 ILL.Article

APPLICATION OF THE DIGITAL COMPUTER FOR AQUIFER EVALUATION.(ABSTRACTPINDER GF; BREDEHOEFT JD.1968; GEOL. SOC. AMER., ABSTR. PROGRAMS; USA; 1968Miscellaneous

APPLICATION OF THE DIGITAL COMPUTER FOR AQUIFER EVALUATION.PINDER GF; BREDEHOEFT JD.1968; WAT. RESOURCES RES.; USA; 1968(10), VOL. 4, NUM. 0005, P. 1069 A 1093Miscellaneous

ON THE MAINTENANCE OF ANOMALOUS FLUID PRESSURES: 1. THICK SEDIMENTARY SEQUENCES.BREDEHOEFT JD; HANSHAW BB.1968; GEOL.SOC.AMER.BULL.; 1968(9), VOL. 79, NUM. 0009, P. 1097 A 1106Miscellaneous

THE PIERRE SHALE AS A POSSIBLE WASTE REPOSITORY.SHURR GW; BREDEHOEFT JD.1977; GEOL. SOC. AMER., ABSTR. PROGRAMS; USA; DA. 1977; VOL. 9; NO 7; PP. 1174Article

THE TEMPORAL ALLOCATION OF GROUND WATER A SIMULATION APPROACH.BREDEHOEFT JD; YOUNG RA.1970; WAT. RESOURCES RES.; USA; 1970(2), VOL. 6, NUM. 0001, P. 3 A 21Miscellaneous

GROUNDWATER CHEMISTRY AND THE TRANSPORT EQUATIONS.PINDER GF; BREDEHOEFT JD.sdASS. INTERNATION. SCI. HYDROL., PUBL.; U.S.A.; (MODELS MATH. HYDROL. SYMP. II; WARSAW; 1971),1974, NUM. 0101, P. 830 A 837Miscellaneous

THE APPLICATION OF THE TRANSPORT EQUATIONS TO A GROUNDWATER SYSTEMBREDEHOEFT JD; PINDER GF.sdIN: 24E CONGR. GEOL. INT. MONTREAL, 1972; OTTAWA 24E CONGR. GEOL. INT. ,1972, VOL. 11, P. 255 A 263Miscellaneous

DIGITAL COMPUTER SIMULATION FOR SOLVING MANAGEMENT PROBLEMS OF CONJUNCTIVE GROUNDWATER AND SURFACE WATER SYSTEMS.YOUNG RA; BREDEHOEFT JD.1972; WAT. RESOURCES RES.; USA; 1972, VOL. 8, NUM. 0003, P. 533 A 555Miscellaneous

ON THE MAINTENANCE OF ANOMALOUS FLUID PRESSURES: 2. SOURCE LAYER AT DEPTH.HANSHAW BB; BREDEHOEFT JD.1968; GEOL.SOC.AMER.BULL.; 1968(9), VOL. 79, NUM. 0009, P. 1107 A 1121Miscellaneous

CONTROL OF EARTHQUAKES AT RANGELY, COLORADO - SUMMARY.BREDEHOEFT JD; RALEIGH CB; HEALY JH et al.1976; A.A.P.G. MEM.; U.S.A.; DA. 1976; NO 25; PP. 352; (CIRCUM-PACIFIC ENERG. MINER. RESOUR. CONF.; HONOLULU; 1974)Conference Paper

FAULTING AND CRUSTAL STRESS AT RANGELY, COLORADORALEIGH CB; HEALY JH; BREDEHOEFT JD et al.1972; GEOPHYS. MONOGR.; U.S.A. ; 1972, NUM. 0016, P. 275 A 284Serial Issue

AN EXPERIMENT IN EARTHQUAKE CONTROL AT RANGELY, COLORADO.RALEIGH CB; HEALY JH; BREDEHOEFT JD et al.1976; SCIENCE; U.S.A.; 1976, VOL. 191, NUM. 4233, P. 1230 A 1237Serial Issue

DETERMINATION OF AQUIFER DIFFUSIVITY FROM AQUIFER RESPONSE TO FLUCTUATIONS IN RIVER STAGE.PINDER GF; BREDEHOEFT JD; COOPER HH et al.1969; WAT. RESOURCES RES.; USA; 1969(8), VOL. 5, NUM. 0004, P. 850 A 855Miscellaneous

AN EXPERIMENT IN EARTHQUAKE CONTROL AT RANGELY, COLORADO.RALEIGH CB; HEALY JH; BREDEHOEFT JD et al.1976; SCIENCE; U.S.A.; DA. 1976; VOL. 191; NO 4233; PP. 1230-1237; BIBL. 20 REF.Article

ON THE ANALYSIS OF "SLUG TEST" DATA.PAPADOPULOS SS; BREDEHOEFT JD; COOPER HH JR et al.1973; WAT. RESOURCES RES.; U.S.A.; 1973, VOL. 9, NUM. 0004, P. 1087 A 1089Serial Issue

FAULTING AND CRUSTAL STRESS AT RANGELY, COLORADORALEIGH CB; HEALY JH; BREDEHOEFT JD et al.1972; GEOPHYS. MONOGR. SER.,; U.S.A.; DA. 1972; NO 16; PP. 275-284Serial Issue

GEOLOGIC DISPOSAL OF HIGH-LEVEL RADIOACTIVE WASTES - EARTH-SCIENCES PERSPECTIVESBREDEHOEFT JD; ENGLAND AW; STEWART DB et al.1978; GEOL. SURV. U.S.A., CIRC; USA; DA. 1978; NO 779; PP. 1-15; BIBL. 2 P.; 3 ILL.Serial Issue

A TRANSIENT LABORATORY METHOD FOR DETERMINING THE HYDRAULIC PROPERTIES OF "TIGHT" ROCKS. I: THEORY = METHODE TRANSITOIRE DE LABORATOIRE DE LA DETERMINATION DES PROPRIETES HYDRAULIQUES DES ROCHES "IMPERMEABLES". I. THEORIEHSIEH PA; TRACY JV; NEUZIL CE et al.1981; INT. J. ROCK. MECH. MIN. SCI.; ISSN 0020-7624; GBR; DA. 1981; VOL. 18; NO 3; PP. 245-252; BIBL. 5 REF.; ILL.Article

SOLUTE TRANSPORT IN GROUNDWATER SYSTEMS.BREDEHOEFT JD; COUNTS HB; ROBSON SG et al.1976; IN: FACETS HYDROL.; CHICHESTER; JOHN WILEY; DA. 1976; PP. 229-256; BIBL. 17 REF.; 22 ILL.Book Chapter