laboratory modelling of open channel flow past emergent vegetation

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5.7 Discussion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 6 Conclusions 88 A Nomenclature 95 B Fortran 90 Program 97 B.1 Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97 B.2 Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97 C Results 103 Word count 16823 4
List of Tables 1.1 Typical roughness heights (Chanson, 1999) . . . . . . . . . . . . . . . 20 3.1 Investigated Solid Volume Fractions . . . . . . . . . . . . . . . . . . . 40 3.2 Test parameters for Series A . . . . . . . . . . . . . . . . . . . . . . . 41 3.3 Test parameters for Series B . . . . . . . . . . . . . . . . . . . . . . . 42 3.4 Test parameters for Series C . . . . . . . . . . . . . . . . . . . . . . . 43 3.5 Test parameters for Series D . . . . . . . . . . . . . . . . . . . . . . . 44 3.6 Test parameters for Series B . . . . . . . . . . . . . . . . . . . . . . . 45 4.1 Functions fitted to laboratory data and their errors for Test B3 (hup ≈ 8 cm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 5.1 Abbreviations of controlled depths used in results . . . . . . . . . . . 65 5.2 Actual upstream flow depths for tests in horizontal channel . . . . . . 66 5.3 Error in volume for different rods per row (m) . . . . . . . . . . . . . 75 5.4 Strouhal number and predicted frequency of vibrations for Test E2 (hup4) 85 C.1 Test B1 hup1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 C.2 Test B1 hup2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 C.3 Test B1 hup3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 C.4 Test B2 hup1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 C.5 Test B2 hup2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 C.6 Test B2 hup3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106 C.7 Test B3 hup1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 106 C.8 Test B3 hup2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 5
Page 1 and 2: LABORATORY MODELLING OF OPEN CHANNE
Page 3: 2.4 Discussion . . . . . . . . . .
Page 7 and 8: C.39 Test E4 hup5 . . . . . . . . .
Page 9 and 10: 4.8 Surface profiles of Test B3 (hu
Page 11 and 12: Declaration No portion of the work
Page 13 and 14: Acknowledgements I would like to th
Page 15 and 16: CHAPTER 1. INTRODUCTION 15 1.2 Theo
Page 17 and 18: CHAPTER 1. INTRODUCTION 17 constant
Page 19 and 20: CHAPTER 1. INTRODUCTION 19 The coef
Page 21 and 22: CHAPTER 1. INTRODUCTION 21 as shown
Page 23 and 24: Chapter 2 Literature Review 2.1 Ove
Page 25 and 26: CHAPTER 2. LITERATURE REVIEW 25 cha
Page 27 and 28: CHAPTER 2. LITERATURE REVIEW 27 if
Page 29 and 30: CHAPTER 2. LITERATURE REVIEW 29 des
Page 31 and 32: CHAPTER 2. LITERATURE REVIEW 31 whi
Page 33 and 34: CHAPTER 2. LITERATURE REVIEW 33 Fig
Page 35 and 36: CHAPTER 2. LITERATURE REVIEW 35 whe
Page 37 and 38: CHAPTER 3. EXPERIMENTAL PROCEDURE 3
Page 47 and 48: CHAPTER 4. ANALYSING RESULTS AND IN
Page 55 and 56:
CHAPTER 4. ANALYSING RESULTS AND IN
Page 57 and 58:
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Page 65 and 66:
CHAPTER 5. RESULTS 65 required, the
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CHAPTER 5. RESULTS 67 Q (m^3 / s) 0
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CHAPTER 5. RESULTS 69 Cd 2 1.5 1 0.
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CHAPTER 5. RESULTS 71 the Series D
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CHAPTER 5. RESULTS 73 monotonically
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CHAPTER 5. RESULTS 75 flow rates in
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CHAPTER 5. RESULTS 77 Cd 1.6 1.4 1.
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CHAPTER 5. RESULTS 79 upstream dept
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CHAPTER 5. RESULTS 81 Cd 1.4 1.2 1
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CHAPTER 5. RESULTS 83 Cd 1.2 1 0.8
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CHAPTER 5. RESULTS 85 Table 5.4: St
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CHAPTER 5. RESULTS 87 5.7 Discussio
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CHAPTER 6. CONCLUSIONS 89 D1 both h
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Bibliography Acheson, D. J. (1990).
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BIBLIOGRAPHY 93 Lee, J. K., Roig, L
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Appendix A Nomenclature Symbol Desc
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Appendix B Fortran 90 Program B.1 D
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APPENDIX B. FORTRAN 90 PROGRAM 99 E
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APPENDIX B. FORTRAN 90 PROGRAM 101
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Appendix C Results Table C.1: Test
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APPENDIX C. RESULTS 105 Table C.4:
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