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<br />Table I
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<br />Table 2
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<br />Table 3
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<br />Table 4
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<br />Table 5
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<br />Table 6
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<br />Table 7
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<br />Table 8
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<br />Table 9
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<br />Table 10
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<br />Table II
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<br />Table 12
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<br />Table 13
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<br />Table 14
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<br />Table 15
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<br />LIST OF TABLES
<br />
<br />Commonly Used Engineering Tenns in SI and English Units ,.'.",."",.", , , , ,
<br />
<br />Correction Factor, K!, for Pier Nose Shape """,."""""""".""", 37
<br />
<br />Correction Factor, K2, for Angle of Attack, e, of the Flow . , . . , . , , , , , , , , , , , . , , .' 37
<br />
<br />Increase in Equilibrium Pier Scour Depths (K3) for Bed Condition """""""", 3 7
<br />
<br />Limits for Bed Material Size and K4 Values, , , , . , , . . , , . , . , , , , , . , , , , , , , , , , , " 38
<br />
<br />Abutment Shape Coefficients, , , . , , , , . , , . , , , , , , , , , , , , , , , , , , , , . . , , , , , , ., 48
<br />
<br />Hydraulic Variables from WSPRO for Estimation of Live-bed Contraction
<br />Scour .""""",..""",.".",..,.,.,..""."".""." . . " 55
<br />
<br />Hydraulic Variables from WSPRO for Estimation of Clear-water Contraction
<br />Scour on Left Overbank .,."".,."""""""",.."""""""" 56
<br />
<br />Hydraulic Variables from WSPRO for Estimation of Pier Scour (Convergence Table
<br />Number 12) , , . , , . , , , , . , . , , . , . , , . . , , , , , , . , . , , , , , , , , , . , , , , , , , , , , . " 56
<br />
<br />Hydraulic Variables from WSPRO for Estimation of Abutment Scour Using
<br />Froeblich's Equation for Left Abutment(57) ",..,.".""".",.,.,."",., 57
<br />
<br />Hydraulic Variables from WSPRO for Estimation of Abutment Scour Using
<br />HIRE Equation for Left Abutment(l3) ,."""""",'.""""""." . , " 57
<br />
<br />Hydraulic Variables from WSPRO for Estimation of Abutment Scour Using
<br />HIRE Equation for Right Abutment(13) """..".""""""."""."" 58
<br />
<br />Tidal Ranges Derived from FEMA Flood Study .""".""""",.""".,. 91
<br />
<br />Design Discharge and Velocities, , , , , . , , . , . . , , , , . , , , , , , , , , , , , , . , , , , . , , ,. 92
<br />
<br />Assessing the Scour Potential at Bridges """"""""""".".""". 106
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<br />vii
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