Contents of the Proceedings
| Country | Title | Ðû¶Á»òÕÅÌù(R,P) | Author1 |
| Germany | CALCULATIONS OF DISCHARGE BY USING THE WATER SURFACE SLOPE UNDER FREE FLOW CONDITIONS | R | TORSTEN DOSE |
| Germany | COMBINED DETERMINISTIC AND STOCHASTIC MODELING OF SEDIMENT TRANSPORT IN A RIVER RESERVIOR | R | CHEN-CHIEN LI |
| Germany | CORRELATING EROSION THRESHOLD AND PHYSICOCHEMICAL PROPERTIES OF NATURAL COHESIVE SEDIMENTS | R | INGO HAAG |
| Germany | FINITE ELEMENT SIMULATION OF FREE SURFACE FLOWS WITH THE ARBITRARY LAGRAGIAN-EULERIAN METHOD | R | DAHONG CHEN |
| Germany | HYDRAULIC DESIGN OF POOLED STEP CASCADES | R | DETLEF AIGNER |
| Germany | MEASUREMENT OF WATER SURFACE SLOPE:A METHOD FOR DETERMINING DISCHARGE IN THE TAILWATER OF REGULATED RIVERS | R | TORSTEN DOSE |
| Greece | MICROSCOPIC MODELING OF TURBULENT FLOW OVER AND WITHIN A POROUS BED | R | P.PRINOS |
| Greece | TURBULENCE CHARACTERISTICS OF PERTURBED OPEN CHANNEL FLOW DUE TO BED SUCTION | R | A.ZERIS |
| Hong Kong,China | ANALYSIS OF ONE-DIMENSIONAL UNSTEADY SHEAR STRESS MODELS IN WATERHAMMER | R | MOHAMED S.GHIDAOUI |
| Hong Kong,China | SIMULATION OF OBSERVED COASTAL DISPERSION USING ACCELERATED FBM PARTICLE TRACKING METHOD | R | BO QU |
| Hong kong,China | TWO-DIMENSIONAL CHARACTERISTICS OF HYDRODYNAMICS AND SEDIMENT TRANSPORT IN THE PEARL RIVER ESTUARY | R | C.H.WANG |
| Hungary | COMPUTATION OF CIRCULAR FLOW IN MEANDERING CHANNELS | R | M.KOZAK |
| India | COLLAR-SLEEVE COMIBINATION AS A SCOUR PROTECTION DEVICE AROUND A CIRCULAR PIER | R | C.P.SINGH |
| India | EVALUATION OF TAIL WATER CHARACTERISTICS FOR HYDRAULIC JUMP TYPE BASIN WITHOUT ANY MODIFICATIONS | R | M.J.DEODHAR |
| India | PROTECTION OF RUNNER BLADES OF HYDROTURBINES USED IN HIMALAYAN TERRAIN AGAINST EROSION BY POLYMERIC COATINGS | R | M.K.DAS |
| Iran | AFFLUX UPSTREAM OF CIRCULAR BRIDGE PIER | R | MASOUD GHODSIAN |
| Iran | AN EXPERIMENTAL INVESTIGATION ONRISK ASSESSMENT AS SEDIMENT CONTROL IN INTAKES USING SUBMERGED VANES | R | SADJEDI SABEGH M. |
| Iran | APPLYING PERTURBATION SOLUTION FOR ESTIMATING MOMENTUM COEFFECIENT IN SPATIALLY VARIED FLOWS | R | SALAH KOUCHAKZAKEH |
| Iran | EFFECT OF GUIDE WALL DIVERSION ON LOCAL SCOUR DOWNSTREAM OF A SLUICE GATE | R | S.M.BORGHEI |
| Iran | EFFECT OF PLUNGE POOL WIDTH ON HYDRODYNAMIC PRESSURES DUE TO VERTICAL JET | R | S.M.BORGHEI |
| Iran | EFFECTS OF THE DIVIDING-WALL LENGTH ON THE EFFICIENCY OF SLUICEWAY | R | IRAJ GHOLAMI |
| Iran | EXPERIMENTAL DETERMINATION OF THRESHOLD OF RIVER MEANDERING AND BRAIDING | R | HABIBI,M. |
| Iran | EXPERIMENTAL INVESTIGATION OF PRESSURE FLUCTUATIONS BENEATH HYDRAULIC JUMPS | R | BEHNAM PIROOZ |
| Iran | MEAN VELOCITY IN COARSE-BED RIVERS | R | MEHDI YASI |
| Iran | PHYSICAL MODEL STUDIES OF NEW BOTTOM OUTLETS IN IRAN | R | M.R.KAVIANPOUR |
| Iran | PREDICTION OF CRITICAL CONDITION AT A HORIZONTAL INTAKE THROUGH PRESSURE CONTOURS | R | N.MONTAZERIN |
| Iran | PREDICTION OF WATER SURFACE ELEVATION IN A CHANNEL WITH CONTINUOUS BENDS | R | A.R.ZARRATI |
| Iran | SPATIALLY VARIED FLOW IN NON-PRISMATIC CHANNELS:DYNAMIC EQUATION | R | SALAH KOUCHAKZAKEH |
| Iran | SPECTRA OF PRESSURE FLUCTUATIONS AT THE BOTTOM SEAL OF A MODEL RADIAL GATE | R | JALAL ATTARI |
| Iran | THE PROCESS OF THE ENERGY LOSS IN SUPERCRITICAL FLOW AT ABRUPT EXPANSION DUE TO FLOW PATTERN | R | ALI OVEISY M.SC. |
| Italy | AIR INLET VALVE AS A PROTECTION DEVICE AGAINST WATER HAMMER | R | A.CASTORANI |
| Italy | AN EXPERIMENTAL ANALYSIS ON THE RHEOLOGY OF A GRANULAR DEBRIS FLOW, PART I: COLLISIONAL STRESSES | R | RICCARDO MARTINO |
| Italy | AN EXPERIMENTAL ANALYSIS ON THE RHEOLOGY OF A GRANULAR DEBRIS FLOW, PART II:QUASI STATIC STRESSES | R | RICCARDO MARTINO |
| Italy | BASIC CLASSIFICATION OF RESERVOIRS ACCORDING TO RELEVANT SEDIMENTATION PROCESSES | P | GIAMPAOLO DISILVIO |
| Italy | CLEAR-WATER PIER AND ABUTMENT SCOUR | R | GUISEPPE OLIVETO |
| Italy | EVALUATION OF MAXIMUM FLOW DEPTHS AND DISCHARGES IN DRAINAGE NETWORKS BY A SIMPLIFIED MODEL COUPLED TO A VARIATIONAL APPROACH | R | R.DELLA MORTE |
| Italy | EXPERIMENTAL EVIDENCE OF THE INTERACTION BETWEEN PIERS IN THE SCOUR PROCESS | R | BUTERA LUIGI |
| Italy | EXPERIMENTAL STUDY OF ARTIFICIALLY ROUGHENED SEWER | R | ORAZIO GIUSTOLISI |
| Italy | HYDRAULIC FEATURES OF SUPERCRITICAL BEND FLOW | R | CORRADO GISONNI |
| Italy | HYDRAULIC JUMP AT A POSITIVE STEP: STATISTICS OF PRESSURE FLUCTUATIONS | R | DAVIDE BORSANI |
| Italy | NUMERICAL SIMULATION OF EXPERIMENTS IN A MEANDERING FLUME | R | DONATELLA TERMINI |
| Italy | ON THE EFFECTS OF ROUGHNESS CHANGES ON LOCAL SCOUR IN RIVERS | R | ROBRTO REVELLI |
| Italy | SUPERCRITICAL JUNCTION FLOW IN SEWER MANHOLES | R | GIUSEPPE DEL GIUDICE |
| Italy | THE USE OF THE ACOUSTIC METHOD IN ORDER TO STUDY CAVITATION PROBLEMS IN CENTRIFUGAL PUMPS | R | GIULIO CIARAVINO |
| Italy | WATER HAMMER CAUSED BY AIR RELEASE IN THE OPERATION OF PIPELINE FILLING | R | V.AMORUSO |
| Japan | CALCULATION METHODS ON CRITICAL DETACHMENT OF NON-UNIFORM GRAVEL FROM STREAM BED | P | WANG FANGYI |
| Japan | CHARACTERISTICS OF SCOUR AROUND REPELLING SPUR-DIKES | R | EMAD ELAWADY |
| Japan | COMPARISON BETWEEN EXPERIMENTAL AND NUMERICAL RESULTS OF FLOOD FLOW IN A COMPOUND MEANDERING CHANNEL | R | ALEX GEORGE MUTASINGWA |
| Japan | DEPOSITION DUE TO LARGE SCALE VORTICES IN THE DOWNSTREAM SIDE OF THE CONVEX RIVER BANK | R | TADASHI UTAMI |
| Japan | DISCHARGE MEASUREMENTS OF FLOOD FLOW BY IMAGING TECHNOLOGY AND FLOAT METHOD | R | ICHIRO FUJITA |
| Japan | ENERGY DISSIPATION OF SKIMMING FLOWS ON STEPPED-CHANNEL CHUTES | R | YOUICHI YASUDA |
| Japan | FLOW STRUCTURES ARROUND SUBMERGED SPUR DIKES WITH VERIOUS RELATIVE HEIGHT | R | A.TOMINAGA |
| Japan | HYDRAULIC CHARACTERISTICS OF UNSTEADY FLOWS IN MEANDERING COMPOUND CHANNELS | R | AKIHIDE WATANABE |
| Japan | INSTABILITY OF DEVELOPED ALTERNATE BAR ON NON-UNIFORM SEDIMENT BED | R | HIROSHI TAKEBAYASHI |
| Japan | MODELING FOR THE TIME-DEPENDENT LOCAL SCOUR AROUND THE CIRCULAR BRIDGE PIER | P | MD. FARUQUE MIA |
| Japan | NUMERICAL PREDICTION OF RECTANGULAR OPEN-CHANNEL FLOW BY USING LARGE EDDY SIMULATION | R | KOUKI ONITSUKA |
| Japan | NUMERICAL SIMULATION OF FLOW IN VERTICAL SLOT FISHWAYS USING SOLUTION ADAPTIVE QUADTREE GRIDS | R | MASAYUKI FUJIHARA |
| Japan | PRINCIPAL COMPONENT ANALYSIS ON TURBULENT STRUCTURE IN OPEN-CHANNEL FLOW OVER CONCAVE BED | R | HITOSHI MIYAMOTO |
| Japan | QUINTIC SPLINE INTERPOLATION(QSI) SCHEME WITH COLLOCATED GRID ON GENERAL CURVILINEAR COORDINATES | R | S.USHIJIMA |
| Japan | RESISTANCE OF FLOWS THROUGH AND OVER GRAVEL LAYER IN STEEP SLOPE CHANNEL | R | AKIHIPO KADOTA |
| Japan | SECONDARY CURRENTS AND SEDIMENTS CONTROL BY DELTA VANES IN OPEN CHANNELS | R | TERUNORI OHMOTO |
| Japan | SECONDARY FLOW AND BED FORM IN COMPOUND SINUOUS CHANNEL FOR STEADY AND UNSTEADY FLOWS | R | TAISUKE ISHIGAKI |
| Japan | SEDIMENT FLUSHING TECHNIQUE WITH A GRIT CHAMBER | R | MD.NOH M.N. |
| Japan | SEDIMENT YIELD IN ISHITE WATERSHED USING A RUNOFF-EROSION KINEMATIC MODEL | R | CELSO A.G.SANTOS |
| Japan | STUDY ON GRID DEPENDENCE OF NUMERICAL SIMULATION FOR CIRCULAR PIPE FLOW USING LOW-REYNOLDS NUMBER K-¦¥ MODEL | R | YO KUMAGAI |
| Japan | THE PERFORMANCE OF DNS FOR OPEN CHANNEL TURBULENCE USING REGULAR GRID SYSTEM | R | SHUNICHIRO HAYASHI |
| Japan | THEORETICAL ANALYSIS ON HYDRODYNAMIC PRESSURE IN INTAKE STRUCTURES OF DAM UNDER FLOW AND EARTHQUAKE | R | KUNIHIRO OGIHARA |
| Japan | THREE DIMENSIONAL EXPERIMENTAL/NUMERICAL RESULTS AND APPLICABILITY OF K-¦Å MODEL FOR MEANDERING COMPOUND CHANNELS | R | B.L.JAYARATHE |
| Japan | TURBULENCE MEASUREMENTS OF A SUPERCRITICAL UNSTEADY OPEN-CHANNEL FLOW | R | IEHISA NEZU |
| Japan | TWO DIMENSIONAL ANALYSIS OF SHALLOW WATER FLOW WITH SUBMERSIBLE LARGE ROUGHNESS ELEMENTS | R | TATSUHIKO UCHIDA |
| Japan | TWO TYPES OF FLOOD FLOW DEPENDING ON RELATIVE DEPTH AND SINUOSITY IN DOUBLY MEANDERING COMPOUND RIVERS-SIMPLE MEANDERING FLOW AND COMPOUND MEANDERING FLOW | P | SHOJI FUKUOKA |
| Japan | TWO-PHASE FLOW MODELLING FOR SEDIMENT TRANSPORT AT HIGH BOTTOM SHEAR STRESS | R | ABBAS YEGANEH-BAKHTIARY |
| Japan | VELOCITY-GRADIENT TENSOR AND LOCAL TOPOLOGY OF THREE-DIMENSIONAL FLOWS IN INTAKE BAY | R | AKIHIKO NAKAYAMA |
| Korea | JET INTEGRATION-PARTICLE TRACKING HYBRID MODEL FOR SUBMERGED SINGLE PORT DISCHARGES | R | IL WON SEO |
| Korea | MAXIMUM LOCAL SCOUR DEPTH VARIATION AT BRIDGE PIERS | R | GYE-WOON CHOI |
| Korea | REASSESSMENT OF SELECTED SEDIMENT DISCHARGE FORMULAS | R | HYOSEOP WOO |
| Korea | REYNOLDS STRESS MODELING OF VEGETATED OPEN-CHANNEL FLOWS | R | SUNG-UK CHOI |
| Mexico | TWO-DIMENSIONAL HYDRAULIC JUMP LIMITS | R | GABRIEL ECHAVEZ ALDAPE |
| New Zealand | A NEW ROUGHNESS ESTIMATION TECHNIQUE FOR GRANULAR-BED FLOW RESISTANCE | R | GRAEME M SMART |
| New Zealand | IMAPACT OF THE SURFACE STRUCTURE ON THE BED STABILITY OF STEEP STREAMS | R | J.ABERLE |
| Norway | STATE OF THE ART IN TURBINE DESIGN | R | HERMOD BREAKKE |
| Portugal | NUMERICAL STUDY OF THE INFLUENCE OF THE INLET FLOW IN A PRACTICAL WATER-PUMP INTAKE | R | JOSE MATOS SIL VA |
| Russia | CAVITATION IN PIPELINE DUE TO WATER HAMMER | R | VLADIMIR V.TARASEVICH |
| Russia | INTERRPLAY OF TURBULENT AND GEOMETRICAL PARAMETERS IN 3-D ESTABLISHED CURVED FLOWS | P | L.I.VYSOTSKY |
| Russia | NEW MODEL OF BOUNDARY LAYER OF LONGITUDIONALLY HOMOGENEOUS FLOW'S AT SMOOTH WALL | P | L.I.VYSOTSKY |
| Russia | PLANE RIVER RESISTANCE | R | ELENA DOLGOPOLOVA |
| Russia | SIMULATION OF UNSTEADY PROCESSES IN PIPING SYSTEMS BY THE SYSTEMS WITH LUMPED PARAMETERS | R | A.A.ATAVIN |
| Russia | TRANSIENTS IN MACHINERY HYDRAULICS | R | YU.V.KOLEVATOV |
| Singapore | BED SHEAR STRESS IN OPEN CHANNEL FLOW WITH BED SUCTION | R | YEE-MENG CHIEW |
| Singapore | PROPELLER JET FLOW | R | CHEN ONN CHIN |
| Singapore | STUDY ON ABUTMENT SCOUR IN TWO-STAGE CHANNELS | R | SIOW-YONG LIM |
| Slovenia | CAVITATION SWIRL PROPAGATION IN ENTRANCE PIPE OF CENTRIFUGAL PUMP | R | ANDREJ PREDIN |
| South Africa | LUVUVHU RIVER GOVERNMENT WATER SCHEME:DEVELOPMENT OF ENERGY DISSIPATION WORKS FOR AN UNIQUE SITE OF NANDONI DAM STEPPED SPILLWAY | R | R.CAI |
| Spain | VALIDATION OF NUMERICAL RESULTS FROM A MODEL OF UNSTEADY SHALLOW WATER FLOW BASED ON AN UPWIND SCHEME | R | P.BRUFAU |
| Sweden | EXPERIMENTAL STUDIES OF LEAK DETECTION USING HYDRAULIC TRANSIENTS | R | LENNART JONSSON |
| Sweden | THE AJAURE DAM-SPILLWAY REFURBISHMENT FOR INCREASED DESIGN FLOOD | P | JAMES YANG |
| Switzerland | A NEW IMPROVED FORMULA FOR CALCULATING TRASHRACK LOSSES | R | HUBERT MEUSBURGER |
| Switzerland | AIR BUBBLE EFFECTS ON TRANSIENT WATER PRESSURES IN ROCK FISSURES DUE TO HIGH VELOCITY JET IMPACT | R | ERIK BOLLAERT |
| Switzerland | EXPERIMENTS ON FLOW IN A STRONGLY CURVED CHANNEL BEND | R | K.BLANCKAERT |
| Switzerland | FLOW PATTERN OF AN ERODING JET | R | A.KURNIAWAN |
| Switzerland | GRAIN SORTING PROCESS AND SCOUR IN A CURVED CHANNEL WITH COARSE GRAVEL BED | R | ANTON SCHLEISS |
| Switzerland | HYDRAULIC DESIGN OF STEPPED SPILLWAYS | R | HANS-ERWIN MINOR |
| Switzerland | INCEPTION POINT CHARACTERISTICS OF STEPPED SPILLWAYS | R | ROBERT M.BOES |
| Switzerland | SHOCK-WAVE COMPUTATIONS IN CHANNEL CONTRACTIONS | R | SUSANNE KRUGER |
| Switzerland | SIMPLIFIED SHIELDS CONDITION FOR SEDIMENT TRANSPORT INCEPTION | R | WILLIH.HAGER |
| Taiwan,China | AN INQUIRY SYSTEM FOR DESIGN DISCHARGE IN UPLAND SMALL WATERSHEDS | R | KWAN TUN LEE |
| Taiwan,China | CRITICAL CONDITION OF EROSION FOR COHESIVE DEPOSITS | R | JIHN-SUNG LAI |
| Taiwan,China | NUMERICAL SIMULATIONS IN A ALLUVIAL CHANNEL NETWORK | R | H.Y.LEE |
| Taiwan,China | SEC-HY21£ºA NUMERICAL MODEL FOR TWO-DIMENSIONAL OPEN-CHANNEL FLOWS | R | CHIANG-AN HSU |
| Taiwan,China | SIMULATION OF 3D FLOW AND BED SHEAR STRESS FIELDS AROUND A CIRCULAR PIER | R | WEN-YI CHANG |
| Taiwan,China | THE EFFECT OF THE SUSPENDED SEDIMENT TRANSPORT ON BED EVOLUTION DURING FLOOD STAGE | R | CHANG-TAI TSAI |
| The Netherlands | DECISION SUPPORT SYSTEM FOR MAINTENANCE DREDGING IN THE RIVER RHINE | R | N.DOUBEN |
| The Netherlands | GRID GENERATED TURBULENCE IN SHALLOW FLOWS | R | S.S.J.UIJTTEWAAL |
| The Netherlands | TEMPORAL SCOUR DEVELOPMENT AT BRIDGE ABUTMENTS | R | CHRISTINE S.LAUCHLAN |
| The Netherlands | THE CURRENT DEFLECTING WALL IN AN ESTUARINE HARBOUR | R | B.HOFLAND |
| The Netherlands | THE FLOW BETWEEN ARMOR ELEMENTS AND ITS INFLUENCE ON EROSION OF THE SAND BASE | R | ROBERT BOOIJ |
| Turkey | HYDRAULICS OF TOWER INTAKES | R | VEHBI OZAYDIN |
| UK | ALLUVIAL CHANNEL-FORM ADJUSTMENT AND THE VARIATIONAL PRINCIPLE OF LEAST ACTION | R | HEQING HUANG |
| UK | COMPARISON OF SHALLOW WATER FLOW MODELS WITH ACCURATE TREATMENT OF FLOODING AND DRYING | R | A.ATZENI |
| UK | ENERGY LOSSES IN MEANDERING CHANNELS WITH FLAT AND NATURAL BEDS FOR OVERBANK FLOWS | R | SHIONO,K,SPOONER,J. |
| UK | EROSION OF SEDIMENT LAYER OVER RIGID BED | R | M.H.OMID |
| UK | EXPERIMENTAL OBSERVATIONS OF OBSTRUCTIONS ON FLO0DPLAINS | R | LIRIANO S.L. |
| UK | EXPERIMENTAL STUDY OF STAGE-DISCHARGE RELATIONSHIPS AND SEDIMENT TRANSPORT RATES IN A COMPOUND CHANNEL | R | XIAONAN TANG |
| UK | GROUNDWATER EFFECTS ON SEDIMENT TRANSPORT: A MODELLING STUDY OF THE MECHANISMS UNDERLYING BEACH DEWATERING FOR EROSION CONTROL | R | L.LI |
| UK | HYDRAULIC MODEL STUDY OF BRENT RESERVOIR SIPHON SPILLYWAY | R | K.BABAEYAN-KOOPAEI |
| UK | INSTREAM J-VANE FOR BANK PROTECTION AND RIVER RESTORATION | R | A.B.M.FARUQUZZAMAN BHUIYAN |
| UK | NUMERICAL SIMULATION OF DAM-BREAK FLOWS WITH A HIGH RESOLUTION FINITE VOLUME METHOD | R | J.G.ZHOU |
| UK | SUSTAINABLE RESERVOIR SEDIMENTATION CONTROL | R | A.M.SIYAM |
| UK | TURBULENT STRUCTURE OF OSCILLATORY SHALLOW FLOWS IN OPEN CHANNEL | R | CHAOQUAN CHEN |
| USA | 3D NUMERICAL SIMULATION OF FLOW IN MISSISSIPPI RIVER AND VALIDATION USING FIELD DATA | R | STEVE SCOTT |
| USA | APPLICATION OF A DEPTH-INTEGRATED TWO-DIMENSIONAL NUMERICAL MODEL TO THE LAUFFEN RESERVOIR ON THE NECKAR RIVER | R | YICHUN XU |
| USA | APPLICATIONS OF THREE-DIMENSIONAL LIF TO PLUME FLOWS | R | XIAODONG TIAN |
| USA | DISCRETE OPTIMAL DESIGN OF WATER PIPELINE SYSTEMS BY MEANS OF EVOLUTION | R | ZHENG Y.WU |
| USA | NUMERICAL MODELING OF DISSOLVED GAS SUPERSATURATION DOWNSTREAM OF SPILLWAY | R | LARRY WEBER |
| USA | NUMERICAL MODELING OF TOTAL DISSOLVED GAS DOWNSTREAM OF A SPILLWAY | R | LARRY WEBER |
| USA | PERFORMANCE EVALUATION OF RIVER RESTORATION | R | S.R.CLAYTON |
| USA | SIMULATION OF THE RESPONSE OF WHITE STURGEON UNDER MANAGED FLOW REGIMES | R | S.K.PARKINSON |
| USA | TWO-PHASE FLOW APPROACH FOR THE EXPERIMENTAL INVESTIGATION OF SUSPENDED SEDIMENT TRANSPORT | R | MARIAN MUSTE |
| Yugoslavia | BOTTOM OUTLETS OF THE "IRON GATE I"HYDRO PLANT AS FLOOD DISCHARGING STRUCTURES | R | JELISAVETA MUSKATIROVIC |