SURFACE TEXTURE EFFECTS ON FREELY FALLING PARTICLESASHOK KUMAR; SIMONS DB.1979; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1979; VOL. 60; NO 3; PP. 138-145; BIBL. 6 REF.Article

FLUID MECHANICS.ALBERTSON ML; SIMONS DB.1964; HANDBOOK.OF.APPLIED.HYDROLOGY.EDITOR.VEN.TE.CHOW.PH.D.; 1964Miscellaneous

MATHEMATICAL MODELING OF ALLUVIAL CHANNELS.CHEN YH; SIMONS DB.sdIN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK AM. SOC. CIV. ENG.,1975, VOL. 1, P. 466 A 483Miscellaneous

IMPACT OF DREDGING ON RIVER SYSTEM MORPHOLOGY.LAGASSE PF; SIMONS DB.1976; IN: RIVERS 76. SYMP. INL. WATERW. FOR NAVIG. FLOOD CONTROL WATER DIVERSIONS. ANNU. SYMP. 3; FORT COLLINS, COLO.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 434-458; BIBL. 2 P. 1/2Conference Paper

TURBULENT STRUCTURE NEAR SMOOTH BOUNDARY.BLINCO PH; SIMONS DB.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 241-255; BIBL. 16 REF.Article

MATHEMATICAL MODEL TO SIMULATE CHANNEL DEFORMATION.PURUSHOTTAM DASS; SIMONS DB.1976; IN: RIVERS 76. SYMP. INL. WATERW. FOR NAVIG. FLOOD CONTROL WATER DIVERSIONS. ANNU. SYMP. 3; FORT COLLINS, COLO.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 1-15; BIBL. 3 REF.; 4 ILL.Conference Paper

LUNAR RIVERS OR COALESCED CHAIN CRATERS.SCHUMM SA; SIMONS DB.1969; SCIENCE; USA; 1969(7), VOL. 165, NUM. 3889Miscellaneous

GEOMORPHIC STUDY OF UPPER MISSISSIPI RIVERYUNG HAI CHEN; SIMONS DB.1979; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1979; VOL. 105; NO 3; PP. 313-328; BIBL. 6 REF.; 7 ILL.Article

MODELING ALLUVIAL CHANNEL BED TRANSIENTSPONCE VM; LOPEZ GARCI J; SIMONS DB et al.1979; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1979; VOL. 105; NO 3; PP. 245-256; BIBL. 10 REF.; 6 ILL.Article

MAN-INDUCED CHANGES OF MIDDLE MISSISSIPPI RIVER = MODIFICATIONS HUMAINES DE LA PARTIE MEDIANE DU MISSISSIPPISTEVENS MA; SIMONS DB; SCHUMM SA et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAYS HARBORS COAST. ENGNG DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 119-133; BIBL. 8 REF.Article

NONEQUILIBRIUM RIVER FORM. = FORME DE RIVIERE NON EQUILIBREESTEVENS MA; SIMONS DB; RICHARDSON EV et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; 1975, VOL. 101, NUM. 0005, P. 557 A 566Serial Issue

VARIATION OF THE CHARACTERISTICS OF DELTAIC AND STREAM BED DEPOSITS IN LABORATORY STUDIES.REID TA; BROOKS RH; SIMONS DB et al.1967; PUBL.ASSOC.INTERN.HYDROL.SCI.COLLOQUE.SUR.LA.MORPH.DES.RIVIERES.; 1967, NUM. 0075, P. 345 A 354Miscellaneous

HYDRAULIC TESTING OF PLASTIC FILTER FABRICS = ESSAIS HYDRAULIQUES DE TISSUS FILTRE EN PLASTIQUEYUNG HAI CHEN; SIMONS DB; DEMERY PM et al.1981; PROC. AM. SOC. CIV. ENG., J. IRRIG. DRAIN. DIV.; ISSN 0044-7978; USA; DA. 1981; VOL. 107; NO 3; PP. 307-324; BIBL. 8 REF.Article

MODELING RILL DENSITY = SIMULATION DE LA DENSITE DES RIGOLESRUH MING LI; PONCE VM; SIMONS DB et al.1980; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 63-67; BIBL. 4 REF.Article

AN APPROACH TO SHORT-TERM WATER AND SEDIMENT DISCHARGE PREDICTION USING KALMAN FILTERSIMONS DB; NGUYEN DUONG; RUH MING LI et al.1978; APPLICATIONS OF KALMAN FILTER TO HYDROLOGY, HYDRAULICS, AND WATER RESOURCES. AMERICAN GEOPHYSICAL UNION CHAPMAN CONFERENCE/1978/PITTSBURGH, PA; USA; PITTSBURGH: UNIVERSITY OF PITTSBURGH; DA. 1978; PP. 473-481; BIBL. 6 REF.; 2 ILL.Conference Paper

RIVERBANK RECESSIONS FOR POWER PLANT FACILITIES. = RECUL DES BERGES DES RIVIERES POUR LES CENTRALES THERMIQUESSTEVENS MA; CHEN YH; SIMONS DB et al.1975; IN: SYMP. MODELING TECH. ANNU. SYMP. WATERW. HARBORS COASTAL ENG. DIV. ASCE. 2; SAN FRANCISCO, CALIF.; 1975; NEW YORK; AM. SOC. CIV. ENG.; DA. 1975; VOL. 1; PP. 560-574Conference Paper

PHYSICAL AND MATHEMATICAL MODEL STUDY OF STEEP CHANNEL WATER AND SEDIMENT CHECK DAMS = ETUDE DE MODELES PHYSIQUE ET MATHEMATIQUE DES COURS D'EAU A FORTE PENTE ET DES BARRAGES DE CONTROLE DES SEDIMENTSRUH MING LI; WARD TJ; SIMONS DB et al.1981; IAHS-AISH PUBL.; ISSN 0144-7815; GBR; DA. 1981; NO 132; PP. 624-639; ABS. FRE; BIBL. 2 REF.; 1 TAB. ; TABL./ILL.Conference Paper

IMPACT OF GRAVEL MINING ON RIVER SYSTEM STABILITY = IMPACT DE L'EXPLOITATION DU GRAVIER SUR LA STABILITE DE LA RIVIERELAGASSE PF; WINKLEY BR; SIMONS DB et al.1980; PROC. AMER. SOC. CIV. ENGRS, J. WATERWAY PORT COAST. OCEAN DIV.; USA; DA. 1980; VOL. 106; NO 3; PP. 389-404; BIBL. 35 REF.; ILL.Article

VARIATION OF THE CHARACTERISTICS OF DELTAIC AND STREAM BED DEPOSITS IN LABORATORY STUDIES.REID TA; BROOKS RH; SIMONS DB et al.1967; PUBL.ASSOC.INTERN.HYDROL.SCI.COLLOQUE.SUR.LA.MORPH.DES.RIVIERES.; 1967, NUM. 0075, P. 345 A 354Miscellaneous

RESISTANCE EQUATION FOR LARGE-SCALE ROUGHNESSBATHURST JC; RUH MING LI; SIMONS DB et al.1981; PROC. AM. SOC. CIV. ENG., J. HYDRAUL. DIV.; ISSN 0044-796X; USA; DA. 1981; VOL. 107; NO 12; PP. 1593-1613; BIBL. 21 REF.Article

CONVERGENCE OF FOUR-POINT IMPLICIT WATER WAVE MODELSPONCE VM; INDLEKOFER H; SIMONS DB et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1978; VOL. 104; NO 7; PP. 947-958; BIBL. 11 REF.Article

APPLICABILITY OF KINEMATIC AND DIFFUSION MODELS.PONCE VM; RUTH MING LI; SIMONS DB et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1978; VOL. 104; NO 3; PP. 353-360; BIBL. 5 REF.Article

WATER AND SEDIMENT ROUTING FROM SMALL WATERSHEDS.RUH MING LI; STEVENS MA; SIMONS DB et al.1977; IN: PROC. 3RD FED. INTER-AGENCY SEDIMENT. CONF.; DENVER; 1976; WASHINGTON; SEDIMENT. COMM. WATER RESOUR. COUNC.; DA. 1977; PP. 1.193-1.204; BIBL. 5 REF.; 5 ILL.Conference Paper

SAFETY FACTORS FOR RIPRAP PROTECTION.STEVENS MA; SIMONS DB; LEWIS GL et al.1976; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 5; PP. 637-655; BIBL. 22 REF.Article

THE BEHAVIOR OF LARGE PARTICLES FALLING IN QUIESCENT LIQUIDS.STRINGHAM GE; SIMONS DB; GUY HP et al.1969; GEOL. SURV. U.S.A., PROF. PAPER; USA; 1969, P. 1 A 36Miscellaneous