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pdf, 12 MiB - Infoscience - EPFL

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Index of Tables<br />

Index of Tables<br />

1. Introduction 1<br />

2. State of the art 5<br />

3. Theoretical considerations 21<br />

Table 3.1: Correction factors for the determination of the friction angle 25<br />

Table 3.2: Measured friction angle for the used sediment 26<br />

Table 3.3: Computation of the friction factor solving simultaneously for all hydraulic radii (Tests<br />

without macro-roughness) 32<br />

Table 3.4: Comparison of sediment transport equations 39<br />

Table 3.5: Comparison of characteristics of discussed scour formulae 57<br />

Table 3.6: Characteristics of the laboratory tests of the present study and Peter’s (1986) data 59<br />

Table 3.7: Correction factors for scour formulae and correlations with lab experiments 64<br />

4. Experimental setup and test procedure 67<br />

Table 4.1: Heights of the step (above channel bottom) at the inlet and outlet for the different tests<br />

80<br />

Table 4.2: Characteristics of the used sediments 82<br />

5. Test results 99<br />

Table 5.1: Computed sediment transport capacity (without armoring) - overview over the test domain<br />

100<br />

Table 5.2: Computed sediment transport capacity (with armoring) - overview over the test domain<br />

101<br />

Table 5.3: Overview of the performed tests and measurements 101<br />

Table 5.4: Overview of the preliminary tests without macro-roughness 102<br />

Table 5.5: Velocities in m/s measured during the preliminary test without macro-roughness 105<br />

Table 5.6: Overview of the preliminary tests with macro-roughness (spacing 2°) 106<br />

Table 5.7: Spacing of the macro-roughness 111<br />

6. Analysis of the test results 113<br />

Table 6.1: Overview of the topics of chapter 6 and Appendixes 114<br />

Table 6.2: Overview of the observed scour positions 119<br />

Table 6.3: Overview of the observed point bar positions <strong>12</strong>1<br />

Table 6.4: Formula for the determination of the grain size in the scour holes and on the point bars<br />

135<br />

Table 6.5: dm and d90 for the sediment samples of the armoring layer after the tests and at the<br />

outlet 136<br />

Table 6.6: Mean velocity profiles and standard deviation in tangential direction (along the channel<br />

axis) 139<br />

7. Establishing an empirical formula 149<br />

Table 7.1: List of parameters used in existing scour formulae 151<br />

Table 7.2: Table of correlations R2 for the tests without macro-roughness 152<br />

<strong>EPFL</strong> Ph.D thesis 2632 - Daniel S. Hersberger November 9, 2002 / page 223

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