{"id":78912,"date":"2024-10-17T18:27:03","date_gmt":"2024-10-17T18:27:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784400180-2000\/"},"modified":"2024-10-24T19:38:31","modified_gmt":"2024-10-24T19:38:31","slug":"asce-9780784400180-2000","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784400180-2000\/","title":{"rendered":"ASCE 9780784400180 2000"},"content":{"rendered":"
Kos’yan, Pykhov, and Edge comprehensively addresse the complex physics affecting the movement and distribution of noncohesive sediments.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Acknowledgments <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | PART I: Modern Concepts of Nearshore Hydrodynamics and Elementary Coastal Processes <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CHAPTER 1 Nearshore Hydrodynamics <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 1.1 Bottom boundary layer of wave flow <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 1.2 Horizontal water circulation <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 1.3 Longshore currents <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 1.4 Vertical circulation <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 1.5 Infragravity waves <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | CHAPTER 2 Elementary Hydrodynamic Transport Processes <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 2.1 Initiation of particle movement <\/td>\n<\/tr>\n | ||||||
80<\/td>\n | 2.2 Bed microforms <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 2.3 Suspended sediment <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | PART II: Field Research <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | CHAPTER 3 Measuring Methods 3.1 Measurement of surface wave parameters <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 3.2 Velocity measurement <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 3.3 Measurement of sediment erosion and accumulation at a nearshore site <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 3.4 Measurement of parameters, direction, and rate of bedform migration <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 3.5 Methods of measuring suspended sediment concentration <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | 3.6 Grain-size analysis of bottom and suspended sediment <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | 3.7 Sedimentation method <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | CHAPTER 4 Characterization of Testing Sites, Description of Experiments, and Observation Data <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | 4.1 The Black Sea testing sites <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | 4.2 The Baltic Sea “Lubiatowo” testing site <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | 4.3 The Mediterranean testing sites <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | 4.4 Issyk-Kul <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | CHAPTER 5 Study of Bed Microforms in the Nearshore Zone <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 5.1 Characteristics of observed data 5.2 Types of bedforms in the nearshore zone <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | 5.3 Composition of bed microform sediment <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | 5.4 Conditions for active ripple existence <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | 5.5 Active ripple parameters <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 5.6 The possibility of wave hindcasting on the basis of paleofacial observations <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | CHAPTER 6 Suspended Sediment in the Nearshore Zone <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | 6.1 Distribution of mean concentration values and mean diameter of suspended sediment particles during a storm <\/td>\n<\/tr>\n | ||||||
186<\/td>\n | 6.2 Variability of the concentration and mean size of suspended particles during a storm <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | 6.3 Low frequency variations of suspended sand concentration and composition <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | 6.4 Distribution features in the breaking zone <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | 6.5 Calculation of suspended sediment concentration and mean diameter <\/td>\n<\/tr>\n | ||||||
218<\/td>\n | 6.6 Prediction of suspended sediment distribution over the entire nearshore zone <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | PART III: Sediment Transport <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | CHAPTER 7 Longshore Sediment Transport <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | 7.1 In situ measurements <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | 7.2 Semi-empirical models <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | 7.3 An example of calculation of suspended sediment longshore discharge <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | CHAPTER 8 Cross-Shore Sediment Transport and Variability of the Underwater Slope Profile 8.1 Sediment discharge <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | 8.2 Equilibrium profile modeling <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | 8.3 Field studies of the variability of bed sediment composition and underwater relief during a storm <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | CHAPTER 9 Conclusions <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | References <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | Appendix <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | Index A B <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | C <\/td>\n<\/tr>\n | ||||||
317<\/td>\n | D E <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | F G <\/td>\n<\/tr>\n | ||||||
319<\/td>\n | H I J <\/td>\n<\/tr>\n | ||||||
320<\/td>\n | K L M <\/td>\n<\/tr>\n | ||||||
321<\/td>\n | N <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | O P <\/td>\n<\/tr>\n | ||||||
323<\/td>\n | Q R S <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | T <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | U V <\/td>\n<\/tr>\n | ||||||
328<\/td>\n | W <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Coastal Processes in Tideless Seas<\/b><\/p>\n |