BED, BANK & SHORE PROTECTION

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Application of linear theory
gradient in filter under breakwater
Page 1 and 2: Faculty of Coastal Engineering BED,
Page 3 and 4: 6.1 Introduction Content 6.2 Non br
Page 5 and 6: Examples of wave loads In which: (A
Page 7: Validity of wave theories
Page 11 and 12: with: friction factor and cf uˆ=
Page 13 and 14: Shoaling Refraction Near-shore Nea
Page 15 and 16: Shoaling Refraction Diffraction
Page 17 and 18: eaking waves ⎛2π⎞ H = 0.142 L
Page 19 and 20: eaker types
Page 21 and 22: ore and hydraulic jump
Page 23 and 24: Loads due to breaking
Page 25 and 26: change of distribution in shallow w
Page 27 and 28: Run-up Run up calculation Hunt’s
Page 29 and 30: γr 1.0 friction values Type of rev
Page 31 and 32: SWL H s γ B berm effect h B B B L
Page 33 and 34: Battjes formula, 1994: R = R 1− 0
Page 35 and 36: γ B 2 ⎛ ⎡ ⎤ ⎞ B B B h = 1
Page 37 and 38: Overtoping in Jaade Siel, Germany 2
Page 39 and 40: Measured overtopping (non-breaking)
Page 41 and 42: Sea dike near Haiphong
Page 43 and 44: TAW formula, 2000: wave impacts on
Page 45 and 46: Linear wave theory
Page 47 and 48: standing wave
Page 49 and 50: parameters in linear wave theory
Page 51 and 52: wave definitions and wave height di
Page 53 and 54: wave height and wave period
Page 55 and 56: spectrum types
Page 57 and 58: wave spectra across shallow bar
Page 59 and 60:
wave height as function of wind, de
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BED, BANK & SHORE PROTECTION

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