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1 1 . INTRODUCTION 1 2. FORMULATION OF THE PROBLEM 2 3. OSCILLATORY-BOUNDARY LAYER FLOW 3 a. Theoretical Considerations 3 (i) Laminar Case 3 (ii) Turbulent Case 7 b. Experimental Work ___--_8 4. HYDRODYNAMIC EFFECTS OF THE FLOW ON THE BOUNDARY 9 a. Theories of Sediment Transport in Rivers ----9 b. The Bed-Load Equation 12 5„ DETERMINATION OF A^, B^ and T| 19 6. DETERMINATION OF cQ 21 7. A PARTICULAR CASE OF THE SECONDARY DRIFT 23 8. SUMMARY OF RESULTS 24 9. DISCUSSION OF RESULTS 26 10. CONCLUSIONS 28 11. ACKNOWLEDGEMENTS 28 12. REFERENCES 29 FIGURES (1-11) 31-38

Transportation of bed material due to wave action / by George Kalkanis.