SEDIMENT CONCENTRATION AND FALL VELOCITY 1
NUMERICAL ANALYSIS OF CONTINUOUS UNSTEADY FLOW IN OPEN CHANNELS 11
A STUDY OF THE SEDIMENT TRANSPORT IN ALLUVIAL CHANNELS 118
明渠不恒定流的解法和验证 207
THE MOST EFFICIENT STABLE CHANNEL FOR COMPARATIVBLY CLEAR WATER IN NON-COHESIVE MATERIALS 220
VAPOR TRANSFER BY FORCED CONVECTION FROM A SMOOTH，PLANEBOUNDARY 23
不恒定的流的闸门流量系数 247
明渠掺气水流的一些运动特性 251
坝面高速水流掺气发生点的计算 260
国外高水头泄水建筑物 276
收缩式消能工和宽尾墩 318
河口建坝对毗邻海湾潮波影响的计算 328
明渠不恒定流研究的现状和发展 340
DAM-SITE HYDROGRAPHS DUE TO SUDDEN RELEASE 374
FLARING GATE PIERS——AN LNNOVATIVE LDEA IN THE HYDRAULIC DESIGN OF HIGH-VELOCITY SPILLWAYS 386
UNSTEADY FLOW STUDIES IN CHINA 391
A RATIONAL PROFILE FOR FLIP BUCKETS OF HIGH DAMS 409
DAM-BREAK WAVES IN PRISMATIC CHANNELS 419
UNSTEADY TRANSPORT OF SUSPENDED LOAD AT SMALL CONCENTRATIONS 424
自然掺气水流浓度和速度量测方法的试验研究 437
2-D FLOW WITH SEDIMENT BY CHARACTERISTICS METHOD 471
TRENDS OF RESEARCH ON TIDAL FLOW IN ESTUARIES OF CHINA 483
我国高速水流消能技术的发展 496
2-D TIDAL FLOW BY OPERATIOR-SPLITTING METHOD 500
HYDRAULIC RESEARCH IN CHINA 509
RECENT CHINESE PROGRESS IN HYDRAULICS 524
SIMPLIFIED CALCULATION OF ECN CURVE FOR HIGH SKI-JUMP SPILLWAY 550
CHINESE RESEARCH ON HIGH-VELOCITY FLOW AND PRINCIPAL DEVELOPMENTS IN THE ART OF ENERGY DISSIPATION 555
HYDRAULIC RESEARCH IN SERVICE OF DESIGN——CHINESE EXPERIENCE 567
ON SOME KEY SEDIMENTATION PROBLEMS OF THREE GORGES PROJECT（TGP） 576
减免重庆港整治和增强三峡水库防洪能力的水库调度方式初议——双汛限水位调度方案 595
对悬移质变态动床模型试验中掺混相似条件的剖析 601
1998年大洪水后的一些思考 607
DIVERTING SEAWATER TO SCOUR THE ESTUARY——A QUEST FOR NEW APPROACH TO REGULATE THE LOWER YELLOW RIV 614
SEDIMENTATION IN LOCK APPROACHES OF THREE GORGES PROJECT （TGP） 626
三峡水库的双汛限水位调度方式研究 634
附录 REPORT UPON APISHAPA IRRIGATION PROJECT 650