{"id":28138,"date":"2024-10-17T02:56:32","date_gmt":"2024-10-17T02:56:32","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-manual-110-08\/"},"modified":"2024-10-24T14:01:18","modified_gmt":"2024-10-24T14:01:18","slug":"asce-manual-110-08","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-manual-110-08\/","title":{"rendered":"ASCE Manual 110 08"},"content":{"rendered":"

 ASCE Manual 54 \u201cSedimentation Engineering,\u201d edited by the late Professor Vito A. Vanoni, provides both qualitative and quantitative guidance to theoreticians and practitioners with respect to sediment issues and processes associated with the development, use and conservation of water and land resources. It describes the nature and scope of sedimentation problems, details methods of investigation, and presents practical approaches to solution and management. As a major contribution to the profession, Professor Vanoni organized, partially wrote, and edited the definitive Manual 54. As chairman of the special Task Committee, established in 1954 with the charge of writing the manual, Vanoni worked for two decades and set a high standard. Many of the sections of the original manuscript for the book were first published in the Journal of the Hydraulics Division ASCE and received considerable discussion, which was taken into account in the final manuscript. Manual 54 received worldwide recognition and widespread use in academia and practice, being recognized with the ASCE Karl Emil Hilgard Hydraulic Prize for best publication in 1976. Since the publication of Manual 54 in 1975, global awareness of sediment erosion, transport and deposition processes and of their impact on the use and development of water and land resources has greatly increased. Manual 54 remains an important reference on many aspects of sedimentation engineering, but in other aspects it has been outdated by advances in knowledge and techniques and by the emergence of new problems and issues.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
18<\/td>\nForeword <\/td>\n<\/tr>\n
22<\/td>\nDedication <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 1 OVERVIEW OF SEDIMENTATION ENGINEERING
1.1 Introduction <\/td>\n<\/tr>\n
27<\/td>\n1.2 Overview of Erosion <\/td>\n<\/tr>\n
31<\/td>\n1.3 Overview of Sediment Transport <\/td>\n<\/tr>\n
34<\/td>\n1.4 Overview of Sediment Deposition <\/td>\n<\/tr>\n
37<\/td>\n1.5 Management and Treatment of Sedimentation Problems <\/td>\n<\/tr>\n
40<\/td>\nReferences <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 2 SEDIMENT TRANSPORT AND MORPHODYNAMICS
2.1 Sediment Transport Mechanics and Related Phenomena <\/td>\n<\/tr>\n
47<\/td>\n2.2 Fluid Mechanics and Hydraulics for Sediment Transport <\/td>\n<\/tr>\n
57<\/td>\n2.3 Sediment Properties <\/td>\n<\/tr>\n
67<\/td>\n2.4 Threshold Condition for Sediment Movement <\/td>\n<\/tr>\n
83<\/td>\n2.5 Sediment Transport <\/td>\n<\/tr>\n
89<\/td>\n2.6 Bed Load Transport <\/td>\n<\/tr>\n
100<\/td>\n2.7 Bed Forms <\/td>\n<\/tr>\n
122<\/td>\n2.8 Bed Forms, Flow Resistance, and Sediment Transport <\/td>\n<\/tr>\n
130<\/td>\n2.9 Suspended Load <\/td>\n<\/tr>\n
146<\/td>\n2.10 Dimensionless Relations for Total Bed-Material Load in Sand-Bed Streams <\/td>\n<\/tr>\n
152<\/td>\n2.11 Morphodynamics of Rivers and Turbidity Currents <\/td>\n<\/tr>\n
156<\/td>\n2.12 Morphodynamics of Lake and Reservoir Sedimentation <\/td>\n<\/tr>\n
169<\/td>\nReferences <\/td>\n<\/tr>\n
188<\/td>\nCHAPTER 3 TRANSPORT OF GRAVEL AND SEDIMENT MIXTURES
3.1 Fluvial Phenomena Associated with Sediment Mixtures <\/td>\n<\/tr>\n
194<\/td>\n3.2 Engineering Relevance <\/td>\n<\/tr>\n
198<\/td>\n3.3 Grain-Size Distributions <\/td>\n<\/tr>\n
201<\/td>\n3.4 Dimensionless Bank-Full Relations for Gravel-Bed and Sand-Bed Streams <\/td>\n<\/tr>\n
206<\/td>\n3.5 The Active Layer Concept <\/td>\n<\/tr>\n
209<\/td>\n3.6 General Formulation for Bed-Load Transport of Mixtures <\/td>\n<\/tr>\n
214<\/td>\n3.7 Relations for Hiding and Bed-Load Transport in Mixtures <\/td>\n<\/tr>\n
232<\/td>\n3.8 Field Data <\/td>\n<\/tr>\n
233<\/td>\n3.9 Abrasion <\/td>\n<\/tr>\n
236<\/td>\n3.10 Numerical Modeling of Bed Level Variation with Sorting <\/td>\n<\/tr>\n
239<\/td>\n3.11 Static and Mobile Armoring: Observations, Experiments, and Modeling <\/td>\n<\/tr>\n
246<\/td>\n3.12 Downstream Fining: Observations, Experiments, and Modeling <\/td>\n<\/tr>\n
250<\/td>\n3.13 Morphodynamics of Local Planform Sorting <\/td>\n<\/tr>\n
252<\/td>\n3.14 The Case of Suspension-Dominated Sand-Bed Rivers <\/td>\n<\/tr>\n
260<\/td>\n3.15 Tracers and Vertical Sorting <\/td>\n<\/tr>\n
262<\/td>\nNotation <\/td>\n<\/tr>\n
266<\/td>\nReferences <\/td>\n<\/tr>\n
276<\/td>\nCHAPTER 4 FINE-GRAINED SEDIMENT TRANSPORT
4.1 Introduction <\/td>\n<\/tr>\n
277<\/td>\n4.2 Sediment Characterization <\/td>\n<\/tr>\n
282<\/td>\n4.3 Sediment Transport Processes <\/td>\n<\/tr>\n
284<\/td>\n4.4 Aggregation <\/td>\n<\/tr>\n
289<\/td>\n4.5 Settling Velocity <\/td>\n<\/tr>\n
293<\/td>\n4.6 Deposition Under Flow <\/td>\n<\/tr>\n
295<\/td>\n4.7 Consolidation and Gelling <\/td>\n<\/tr>\n
298<\/td>\n4.8 Erosion <\/td>\n<\/tr>\n
306<\/td>\n4.9 Wave-Induced Erosion <\/td>\n<\/tr>\n
314<\/td>\n4.10 Diffusion <\/td>\n<\/tr>\n
316<\/td>\n4.11 Applications <\/td>\n<\/tr>\n
320<\/td>\nReferences <\/td>\n<\/tr>\n
330<\/td>\nCHAPTER 5 SEDIMENT TRANSPORT MEASUREMENTS
5.1 General <\/td>\n<\/tr>\n
332<\/td>\n5.2 Bed-Material Measurement Techniques <\/td>\n<\/tr>\n
343<\/td>\n5.3 Suspended-Sediment Samplers and Sampling Methods <\/td>\n<\/tr>\n
362<\/td>\n5.4 Bed Load Samplers <\/td>\n<\/tr>\n
369<\/td>\nReferences <\/td>\n<\/tr>\n
378<\/td>\nCHAPTER 6 FUNDAMENTALS OF FLUVIAL GEOMORPHOLOGY
6.1 Basic Concepts <\/td>\n<\/tr>\n
382<\/td>\n6.2 Channel Morphology <\/td>\n<\/tr>\n
386<\/td>\n6.3 Sediment Transport <\/td>\n<\/tr>\n
387<\/td>\n6.4 Channel-Forming Discharge <\/td>\n<\/tr>\n
390<\/td>\n6.5 Relationships in Rivers <\/td>\n<\/tr>\n
394<\/td>\n6.6 Channel Stability and Instability <\/td>\n<\/tr>\n
398<\/td>\n6.7 Channel Classification <\/td>\n<\/tr>\n
402<\/td>\n6.8 Channel Evolution Models <\/td>\n<\/tr>\n
404<\/td>\n6.9 Geomorphic Assessment <\/td>\n<\/tr>\n
405<\/td>\n6.10 Closure
Notation <\/td>\n<\/tr>\n
406<\/td>\nReferences <\/td>\n<\/tr>\n
410<\/td>\nCHAPTER 7 STREAMBANK EROSION AND RIVER WIDTH ADJUSTMENT
7.1 Introduction
7.2 Geomorphic Context of River Width Adjustment <\/td>\n<\/tr>\n
414<\/td>\n7.3 Factors Influencing Bank Erosion and Width Adjustment <\/td>\n<\/tr>\n
431<\/td>\n7.4 Methods for Evaluating Bank Erosion and Width Adjustment <\/td>\n<\/tr>\n
449<\/td>\n7.5 Procedure for Approaching Width-Adjustment Problems <\/td>\n<\/tr>\n
451<\/td>\n7.6 Conclusions <\/td>\n<\/tr>\n
452<\/td>\nAppendix. Data Sources <\/td>\n<\/tr>\n
453<\/td>\nAcknowledgments
References <\/td>\n<\/tr>\n
462<\/td>\nCHAPTER 8 RIVER MEANDERING AND CHANNEL STABILITY
8.1 Introduction
8.2 Meandering Process <\/td>\n<\/tr>\n
466<\/td>\n8.3 Flow and Bed Topography in Meanders <\/td>\n<\/tr>\n
468<\/td>\n8.4 Channel Stability <\/td>\n<\/tr>\n
472<\/td>\n8.5 Applications of Flow and Stability Relations <\/td>\n<\/tr>\n
473<\/td>\n8.6 Simulation of Meander Evolution <\/td>\n<\/tr>\n
474<\/td>\n8.7 Channel Stabilization <\/td>\n<\/tr>\n
477<\/td>\nReferences <\/td>\n<\/tr>\n
484<\/td>\nCHAPTER 9 STREAM RESTORATION
9.1 Introduction <\/td>\n<\/tr>\n
489<\/td>\n9.2 Preparation of Sediment Studies Plan <\/td>\n<\/tr>\n
492<\/td>\n9.3 Selecting Values for Design Discharge and Bed Material Size <\/td>\n<\/tr>\n
497<\/td>\n9.4 Stability Assessment <\/td>\n<\/tr>\n
508<\/td>\n9.5 River Restoration Design <\/td>\n<\/tr>\n
517<\/td>\n9.6 Stability Checks <\/td>\n<\/tr>\n
519<\/td>\n9.7 Implementation and Construction
9.8 Monitoring and Postconstruction Adjustment <\/td>\n<\/tr>\n
520<\/td>\n9.9 Conclusions
Acknowledgments
References <\/td>\n<\/tr>\n
528<\/td>\nCHAPTER 10 BRIDGE SCOUR EVALUATION
10.1 Introduction <\/td>\n<\/tr>\n
529<\/td>\n10.2 Total Scour <\/td>\n<\/tr>\n
530<\/td>\n10.3 Clear-Water and Live-Bed Scour
10.4 Long-Term Bed Elevation Changes <\/td>\n<\/tr>\n
531<\/td>\n10.5 General Scour <\/td>\n<\/tr>\n
533<\/td>\n10.6 Critical Velocity for Movement of Bed Material <\/td>\n<\/tr>\n
534<\/td>\n10.7 Local Scour <\/td>\n<\/tr>\n
535<\/td>\n10.8 Local Scour at Piers <\/td>\n<\/tr>\n
536<\/td>\n10.9 HEC 18 Pier Scour Equation <\/td>\n<\/tr>\n
546<\/td>\n10.10 Scour Depths with Debris on Piers
10.11 Jain and Fisher’s Equation <\/td>\n<\/tr>\n
547<\/td>\n10.12 Melville’s Equation <\/td>\n<\/tr>\n
548<\/td>\n10.13 Other Pier Scour Equations
10.14 Top Width of Pier Scour Holes
10.15 Local Scour at Abutments <\/td>\n<\/tr>\n
550<\/td>\n10.16 Chang and Davis Abutment Scour Equation <\/td>\n<\/tr>\n
551<\/td>\n10.17 Sturm Abutment Scour Equation <\/td>\n<\/tr>\n
552<\/td>\n10.18 Richardson and Trivino Abutment Scour Equation <\/td>\n<\/tr>\n
553<\/td>\n10.19 Richardson et al. Equation for L\/y > 25
10.20 Computer Models
10.21 Stream Instability <\/td>\n<\/tr>\n
554<\/td>\n10.22 Scour in Tide-Affected Waterways <\/td>\n<\/tr>\n
555<\/td>\n10.23 Scour Calculations for Tidal Waterways <\/td>\n<\/tr>\n
556<\/td>\n10.24 Overview of Tidal Processes <\/td>\n<\/tr>\n
557<\/td>\n10.25 Preliminary Analysis <\/td>\n<\/tr>\n
559<\/td>\n10.26 Determination of Hydraulic Variables <\/td>\n<\/tr>\n
562<\/td>\nReferences <\/td>\n<\/tr>\n
566<\/td>\nCHAPTER 11 BRIDGE-SCOUR PREVENTION AND COUNTERMEASURES
11.1 Introduction
11.2 Scour Processes <\/td>\n<\/tr>\n
572<\/td>\n11.3 Protection against General Scour and Contraction Scour <\/td>\n<\/tr>\n
580<\/td>\n11.4 Countermeasures for Local Scour at Bridge Piers <\/td>\n<\/tr>\n
591<\/td>\n11.5 Abutment Protection <\/td>\n<\/tr>\n
597<\/td>\n11.6 Environmental Considerations
References <\/td>\n<\/tr>\n
602<\/td>\nCHAPTER 12 RESERVOIR SEDIMENTATION
12.1 Introduction <\/td>\n<\/tr>\n
603<\/td>\n12.2 Sedimentation Rates <\/td>\n<\/tr>\n
605<\/td>\n12.3 Sustainability <\/td>\n<\/tr>\n
608<\/td>\n12.4 Sedimentation Impacts <\/td>\n<\/tr>\n
610<\/td>\n12.5 Sediment Delivery to Reservoirs <\/td>\n<\/tr>\n
613<\/td>\n12.6 Quantifying Sediment Yield <\/td>\n<\/tr>\n
618<\/td>\n12.7 Sediment Deposition in Reservoirs <\/td>\n<\/tr>\n
621<\/td>\n12.8 Sediment Management in Reservoirs <\/td>\n<\/tr>\n
630<\/td>\n12.9 Dam Removal <\/td>\n<\/tr>\n
631<\/td>\n12.10 Concluding Remarks <\/td>\n<\/tr>\n
632<\/td>\nReferences <\/td>\n<\/tr>\n
636<\/td>\nCHAPTER 13 ICE EFFECTS ON SEDIMENT TRANSPORT IN RIVERS
13.1 Introduction <\/td>\n<\/tr>\n
638<\/td>\n13.2 Ice Formation <\/td>\n<\/tr>\n
642<\/td>\n13.3 Ice-Cover Effects on Flow Distribution <\/td>\n<\/tr>\n
646<\/td>\n13.4 Ice-Cover Breakup <\/td>\n<\/tr>\n
648<\/td>\n13.5 Sediment Transport by Ice <\/td>\n<\/tr>\n
650<\/td>\n13.6 Ice-Cover Effects on Sediment Transport by Flow <\/td>\n<\/tr>\n
658<\/td>\n13.7 River-Ice Effects on Alluvial-Channel Morphology <\/td>\n<\/tr>\n
668<\/td>\nAcknowledgments
References <\/td>\n<\/tr>\n
672<\/td>\nCHAPTER 14 COMPUTATIONAL MODELING OF SEDIMENTATION PROCESSES
14.1 Introduction <\/td>\n<\/tr>\n
673<\/td>\n14.2 Local Scour and Deposition
14.3 General Equations for Flow in Mobile Boundary Channels <\/td>\n<\/tr>\n
677<\/td>\n14.4 Similarity between Computational Model Studies and Physical Model Studies <\/td>\n<\/tr>\n
679<\/td>\n14.5 Data Types and Resolution <\/td>\n<\/tr>\n
690<\/td>\n14.6 Model Calibration <\/td>\n<\/tr>\n
693<\/td>\n14.7 Base Test <\/td>\n<\/tr>\n
694<\/td>\n14.8 Plan Test
14.9 Interpretation of Results
14.10 Examples to Illustrate Model Applicability <\/td>\n<\/tr>\n
695<\/td>\n14.11 An Example Application <\/td>\n<\/tr>\n
702<\/td>\n14.12 Available Computational Models <\/td>\n<\/tr>\n
703<\/td>\nReferences <\/td>\n<\/tr>\n
706<\/td>\nCHAPTER 15 TWO-AND THREE-DIMENSIONAL NUMERICAL SIMULATION OF MOBILE-BED HYDRODYNAMICS AND SEDIMENTATION
15.1 Introduction <\/td>\n<\/tr>\n
708<\/td>\n15.2 Problem Types and Available Techniques and Modeling Systems\u2014A Survey <\/td>\n<\/tr>\n
713<\/td>\n15.3 Mathematical Basis for Hydrodynamics in Two and Three Dimensions <\/td>\n<\/tr>\n
718<\/td>\n15.4 Overview of Models of Sediment Transport and Bed Evolution <\/td>\n<\/tr>\n
724<\/td>\n15.5 Bed and Near-Bed Processes <\/td>\n<\/tr>\n
728<\/td>\n15.6 Suspended-Material Processes <\/td>\n<\/tr>\n
730<\/td>\n15.7 Sediment-Exchange Processes <\/td>\n<\/tr>\n
731<\/td>\n15.8 System Closure and Auxiliary Relations <\/td>\n<\/tr>\n
735<\/td>\n15.9 Mobile-Bed Numerical Solution Considerations <\/td>\n<\/tr>\n
737<\/td>\n15.10 Field Data Needs for Model Construction, Calibration, and Verification <\/td>\n<\/tr>\n
743<\/td>\n15.11 Examples <\/td>\n<\/tr>\n
778<\/td>\n15.12 Critical Assessment of State of the Art and Future Perspectives <\/td>\n<\/tr>\n
782<\/td>\nReferences <\/td>\n<\/tr>\n
786<\/td>\nCHAPTER 16 TURBULENCE MODELS FOR SEDIMENT TRANSPORT ENGINEERING
16.1 Introduction
16.2 Turbulence, Models, and Particulate Flows <\/td>\n<\/tr>\n
789<\/td>\n16.3 The Reynolds-Averaged Equations <\/td>\n<\/tr>\n
794<\/td>\n16.4 Turbulence Closure Models <\/td>\n<\/tr>\n
817<\/td>\n16.5 Applications of Turbulence Models to Problems Related to Sediment Transport <\/td>\n<\/tr>\n
835<\/td>\n16.6 Discussion <\/td>\n<\/tr>\n
838<\/td>\nAppendix I. Cartesian Tensor Notation <\/td>\n<\/tr>\n
840<\/td>\nAppendix II. Spatially Averaged Models <\/td>\n<\/tr>\n
843<\/td>\nReferences <\/td>\n<\/tr>\n
850<\/td>\nCHAPTER 17 WATERSHED SEDIMENT YIELD
17.1 Introduction <\/td>\n<\/tr>\n
852<\/td>\n17.2 Upland Soil Erosion <\/td>\n<\/tr>\n
860<\/td>\n17.3 Gully Erosion <\/td>\n<\/tr>\n
862<\/td>\n17.4 Streambed and Bank Erosion
17.5 Gross Erosion, Delivery Ratio, and Sediment Yield <\/td>\n<\/tr>\n
863<\/td>\n17.6 Watershed Models <\/td>\n<\/tr>\n
877<\/td>\nReferences <\/td>\n<\/tr>\n
882<\/td>\nCHAPTER 18 ENGINEERING GEOMORPHOLOGY
18.1 Introduction <\/td>\n<\/tr>\n
884<\/td>\n18.2 History <\/td>\n<\/tr>\n
888<\/td>\n18.3 Systems Approach <\/td>\n<\/tr>\n
896<\/td>\n18.4 Geomorphic Hazards <\/td>\n<\/tr>\n
901<\/td>\n18.5 The Engineering Geomorphic Approach <\/td>\n<\/tr>\n
903<\/td>\n18.6 Conclusions
References <\/td>\n<\/tr>\n
908<\/td>\nCHAPTER 19 SEDIMENTATION HAZARDS
19.1 Introduction <\/td>\n<\/tr>\n
910<\/td>\n19.2 Sedimentation Hazards\u2014History and Magnitude <\/td>\n<\/tr>\n
912<\/td>\n19.3 Mechanics of Mudflows, Debris-Flows, and Mud-Floods <\/td>\n<\/tr>\n
923<\/td>\n19.4 Alluvial Fan Flooding and Sedimentation <\/td>\n<\/tr>\n
928<\/td>\n19.5 Methods to Mitigate the Consequences of Sedimentation Hazards <\/td>\n<\/tr>\n
932<\/td>\n19.6 Mathematical Modeling of Mudflows and Debris-Flows <\/td>\n<\/tr>\n
940<\/td>\nReferences <\/td>\n<\/tr>\n
946<\/td>\nAPPENDIX CHAPTER 19 CASE STUDY MOUNT ST. HELENS\u201420 YEARS LATER
Introduction and Chronology <\/td>\n<\/tr>\n
950<\/td>\nWatershed Recovery <\/td>\n<\/tr>\n
953<\/td>\nSediment Sources <\/td>\n<\/tr>\n
956<\/td>\nSediment Yield <\/td>\n<\/tr>\n
957<\/td>\nConclusions <\/td>\n<\/tr>\n
959<\/td>\nReferences <\/td>\n<\/tr>\n
960<\/td>\nCHAPTER 20 AMERICAN SEDIMENTATION LAW AND PHYSICAL PROCESSES
20.1 Introduction
20.2 Manual 54: Sedimentation Engineering (Vanoni 1975) <\/td>\n<\/tr>\n
962<\/td>\n20.3 Recent Trends in American Sedimentation Law
20.4 Key Trend-Setting Court Decisions <\/td>\n<\/tr>\n
963<\/td>\n20.5 Public Liability and Natural Hazards: Common Law and Regulatory “Takings”\u2014Future Directions <\/td>\n<\/tr>\n
969<\/td>\n20.6 Various Defenses
20.7 Sovereign Immunity <\/td>\n<\/tr>\n
971<\/td>\n20.8 Statutes of Limitations
20.9 Hazard Mitigation Measures Based upon Tort Theories <\/td>\n<\/tr>\n
972<\/td>\n20.10 More on the Takings Issue: Expanded Status and Trends in Tort and Takings Laws
20.11 Upstream versus Downstream Legal Issues <\/td>\n<\/tr>\n
973<\/td>\n20.12 Act of God Defense <\/td>\n<\/tr>\n
975<\/td>\n20.13 Forensic Geology
20.14 Future Directions <\/td>\n<\/tr>\n
977<\/td>\n20.15 Summary and Recent Developments <\/td>\n<\/tr>\n
979<\/td>\n20.16 Conclusion
Acknowledgments
References <\/td>\n<\/tr>\n
980<\/td>\nCourt Citations and Other References <\/td>\n<\/tr>\n
982<\/td>\nCHAPTER 21 CONTAMINANT PROCESSES IN SEDIMENTS
21.1 Introduction <\/td>\n<\/tr>\n
983<\/td>\n21.2 Contaminants of Concern <\/td>\n<\/tr>\n
985<\/td>\n21.3 Contaminant Release and Exposure Pathways <\/td>\n<\/tr>\n
991<\/td>\n21.4 Water-Side Mass Transfer Processes <\/td>\n<\/tr>\n
992<\/td>\n21.5 Analysis of Sediment Bed Fate and Transport Mechanisms <\/td>\n<\/tr>\n
997<\/td>\n21.6 Engineering Management of Contaminated Sediments <\/td>\n<\/tr>\n
1002<\/td>\n21.7 Summary
References <\/td>\n<\/tr>\n
1006<\/td>\nCHAPTER 22 SEDIMENT OXYGEN DEMAND (SOD) IN RIVERS, LAKES, AND ESTUARIES
22.1 Introduction <\/td>\n<\/tr>\n
1007<\/td>\n22.2 Diffusive Sublayer Thickness <\/td>\n<\/tr>\n
1010<\/td>\n22.3 Mass-Transfer Coefficient <\/td>\n<\/tr>\n
1012<\/td>\nAppendix: Developed Flow Concepts <\/td>\n<\/tr>\n
1013<\/td>\nReferences <\/td>\n<\/tr>\n
1018<\/td>\nCHAPTER 23 DEVELOPMENT AND APPLICATION OF NUMERICAL MODELS OF SEDIMENT TRANSPORT ASSOCIATED WITH DAM REMOVAL
23.1 Introduction
23.2 Dam Removal and Sediment-Transport Modeling <\/td>\n<\/tr>\n
1023<\/td>\n23.3 Numerical Simulation of Sediment Transport Following the Removal of Marmot Dam, Sandy River, Oregon <\/td>\n<\/tr>\n
1042<\/td>\nAcknowledgments
References <\/td>\n<\/tr>\n
1044<\/td>\nAPPENDIX A: ROCK SCOUR
Introduction
Overview of Rock Scour <\/td>\n<\/tr>\n
1047<\/td>\nCombined Application of Methods
The EIM <\/td>\n<\/tr>\n
1049<\/td>\nThe CSM <\/td>\n<\/tr>\n
1058<\/td>\nSummary
References <\/td>\n<\/tr>\n
1060<\/td>\nAPPENDIX B: RIPRAP DESIGN
B.1 Introduction
B.2 Riprap Structure Types <\/td>\n<\/tr>\n
1062<\/td>\nB.3 Physical Characteristics of Riprap Stone <\/td>\n<\/tr>\n
1064<\/td>\nB.4 Significance of Hydraulic Loading <\/td>\n<\/tr>\n
1067<\/td>\nB.5 Geotechnical Requirements for Riprap <\/td>\n<\/tr>\n
1068<\/td>\nB.6 Environmental Requirements for Riprap <\/td>\n<\/tr>\n
1069<\/td>\nB.7 Scour Protection Requirements for Bank Revetments <\/td>\n<\/tr>\n
1071<\/td>\nB.8 Size Requirements for Riprap <\/td>\n<\/tr>\n
1076<\/td>\nB.9 Construction and Maintenance <\/td>\n<\/tr>\n
1077<\/td>\nReferences <\/td>\n<\/tr>\n
1080<\/td>\nAPPENDIX C: SEDIMENT TRANSPORT SCALING FOR PHYSICAL MODELS
C.1 Introduction
C.2 Modeling Considerations <\/td>\n<\/tr>\n
1087<\/td>\nC.3 Nomenclature <\/td>\n<\/tr>\n
1088<\/td>\nReferences <\/td>\n<\/tr>\n
1090<\/td>\nAPPENDIX D: ESTIMATING SEDIMENT DISCHARGE
D.1 Introduction
D.2 Suspended-Sediment Concentration Interpolation Method <\/td>\n<\/tr>\n
1092<\/td>\nD.3 Transport-Curve Method for Suspended Sediment Load, Bed Load, and Total Load <\/td>\n<\/tr>\n
1096<\/td>\nD.4 Equations for Estimating Bed Load and Bed-Material Load <\/td>\n<\/tr>\n
1106<\/td>\nD.5 Toward Collection of Consistent, Reliable Fluvial-Sediment Data <\/td>\n<\/tr>\n
1107<\/td>\nReferences <\/td>\n<\/tr>\n
1112<\/td>\nAPPENDIX E: LIMITED GLOSSARY OF SELECTED TERMS <\/td>\n<\/tr>\n
1126<\/td>\nAPPENDIX F: CONVERSION OF UNITS <\/td>\n<\/tr>\n
1130<\/td>\nVito A. Vanoni (1904 \u2013 1999) <\/td>\n<\/tr>\n
1138<\/td>\nIndex
A <\/td>\n<\/tr>\n
1139<\/td>\nB <\/td>\n<\/tr>\n
1140<\/td>\nC <\/td>\n<\/tr>\n
1141<\/td>\nD <\/td>\n<\/tr>\n
1142<\/td>\nE
F <\/td>\n<\/tr>\n
1143<\/td>\nG <\/td>\n<\/tr>\n
1144<\/td>\nH
I <\/td>\n<\/tr>\n
1145<\/td>\nJ
K
L
M <\/td>\n<\/tr>\n
1147<\/td>\nN
O <\/td>\n<\/tr>\n
1148<\/td>\nP
Q
R <\/td>\n<\/tr>\n
1150<\/td>\nS <\/td>\n<\/tr>\n
1153<\/td>\nT <\/td>\n<\/tr>\n
1154<\/td>\nU
V
W <\/td>\n<\/tr>\n
1155<\/td>\nY
Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Manual of Practice No. 110: Sedimentation Engineering<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2008<\/td>\n1155<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":28139,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-28138","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/28138","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/28139"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=28138"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=28138"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=28138"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}