Sedimentation engineering is a very important subject that deals with sedimentation processes such as erosion, entrainment, transport, deposition, and compaction of sediment induced by water, wind, gravity, and ice and affected by human activities. The original ASCE Manual 54 Sedimentation Engineering, edited by Vito A. Vanoni 1975 and the ASCE Task Committee for the Preparation of a Manual on Sedimentation assembled state-ofthe-art information and knowledge on sedimentation engineering available at that time. Since then, the scientific and engineering understanding and knowledge of sedimentation processes have been greatly advanced and expanded. The recently published Manual 110, edited by Marcelo H. Garcia and his task team, updates selected topics in the original manual and presents recent advances and new topics in the field of sedimentation science and engineering as a complement to the original Manual 54. This update is timely and makes significant contributions to the literature. This comprehensive volume consists of 23 chapters and 6 appendices. Among them, Chapters 2–4 broadly cover fundamentals of sediment transport mechanics, and a section of Chapter 19 briefly presents the mechanics of hyperconcentrated sediment flows. The original Manual 54 gives a good understanding of sedimentation processes and well defines the scope of sediment transport mechanics, whereas the new volume presents in considerable detail many recently developed theories and methods for non-cohesive sediment transport in sand-bedded streams Chapter 2 and gravel-bedded streams Chapter 3 , as well as for cohesive sediment transport Chapter 4 . Chapter 2 also introduces turbidity currents, while Chapter 3 also presents the transport of multiple-sized nonuniform sediment mixtures, which has been extensively studied in the last three decades. Chapter 4 explains the effects of waves on cohesive sediment transport, but such effects on noncohesive sediment transport are omitted in this manual. Chapter 5 reviews technologies for measuring bed-material properties and suspended and bed-load discharges, while Appendix D describes methods for estimating sediment discharges in streams using direct measurement data and empirical relations developed between hydraulic parameters and sediment transport potential. Several new types of samplers are introduced, as well as some traditional ones developed in the mid-twentieth century but modified recently. The measurement of bed load