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PROPOSED MECHANISM FOR SEDIMENT ENTRAINMENT BY TURBULENT FLOWS.SUTHERLAND AJ.1967; J. GEOPHYS. RES.; USA; 1967(12), VOL. 72, NUM. 0024, P. 6183 A 6194Miscellaneous

TRANSPORT ON NON-UNIFORM SEDIMENTS = TRANSPORT DE SEDIMENTS NON UNIFORMESPROFFITT GT; SUTHERLAND AJ.1983; JOURNAL OF HYDRAULIC RESEARCH; ISSN 0022-1686; NLD; DA. 1983; VOL. 21; NO 1; PP. 33-43; ABS. FRE; BIBL. 9 REF.; ILL.Article

BEDLOAD TRANSPORT BY TRANSLATION WAVES.GRIFFITHS GA; SUTHERLAND AJ.1977; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 11; PP. 1279-1291; BIBL. 12 REF.; 5 ILL.Article

DIFFUSION SOLUTIONS TO FLOWS WITH UPSTREAM CONTROLSUTHERLAND AJ; BARNETT AG.1972; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A. ; 1972, VOL. 98, NUM. 0011, P. 1969 A 1982Serial Issue

EVALUATION OF A DIGITAL CATCHMENT MODEL ON NEW ZEALAND CATCHMENTS.WOOD MJ; SUTHERLAND AJ.1972; ASS. INTERNATION. HYDROL. SCI., PUBL.; BEL; (COLLOQ. RESULTATS RECH. BASSINS REPRESENT. EXP.; WELLINGTON, N.Z.),1972, NUM. 0097, P. 69 A 79Miscellaneous

RESISTANCE TO FLOW PAST DEFORMABLE BOUNDARIES = RESISTANCE A L'ECOULEMENT A TRAVERS DES LIMITES VARIABLESDAVIES TR; SUTHERLAND AJ.1980; EARTH SURF. PROCESSES; GBR; DA. 1980; VOL. 5; NO 2; PP. 175-179; BIBL. 14 REF.; ILL.Article

EVALUATION OF A DIGITAL CATCHMENT MODEL ON NEW-ZEALAND CATCHMENTS.WOOD MJ; SUTHERLAND AJ.1972; ET. RAPP. HYDROL.; FRA; (RESULTS. RECH. BASSINS REPRESENT. EXP. ACTES COLLOQ.; WELLINGTON; 1970),1972, NUM. 0012-PART02, P. 69 A 108Miscellaneous

MATHEMATICAL MODEL AND FORTRAN 4 PROGRAM FOR COMPUTER SIMULATION OF DELTAIC SEDIMENTATION.BONHAM CARTER GF; SUTHERLAND AJ.1968; STATE.GEOL.SURV.KANSAS.COMPUTER.CONTRIB; USA; 1968, NUM. 0024, P. 1 A 56Miscellaneous

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