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<br /> I <br /> fI <br /> LIST OF T ABLES (Continued) I <br />TABLE DESCRIPTION PAGE I <br />5.5.1 Summary of abutment scour equations. V-86 <br />5.5.2 K for pier type. V -106 I <br /> 1 <br />5.5.3 Correction factor. V-106 I <br />5.8.1 Guide for selection of methods and devices for river V-118 <br /> channel improvement and bank protection works. <br />6.2.1 Checklist of data needs. VI-7 I <br />7.4.1 River response to highway encroachments VII -14 I <br /> and to river development. <br />7.6.1 Data and computations for overview Example VII-69 <br /> Application I. I <br />7.8.1 Data and computation for Example Application 3.. VII-91 <br />7.9.1 Hydrology summary. VII-95 III <br />7.9.2 Rillito River near Tucson, Arizona, log-pearson VII -95 I <br /> type III frequency analysis by USGS. <br />7.9.3 l valuation of qualitative response. VII-I06 <br /> I <br />7.9.4 Equilibrium slope calculation, dominant discharge. VII-Ill <br />7.9.5 Low chord and total scour requirements at VII-lrO I <br /> Craycroft Road. <br />7.10.1 Summary of computed hydraulic conditions. VII-132 I <br />7.10.2 Summary of hydraulic designs. VII -134 <br />7.10.3 Design of riprap sizes. VII-137 I <br />7.10.4 Bank migration for Alternati ve 4. VII - 139 <br />7.10.5 Summary of spur dike design. VII -140 I <br />7.10.6 Dimension of spur dikes. VII -142 <br /> I <br />7.10.7 Size and filter design for riprap at spur noses VII-142 <br /> and spur shanks. -. <br /> xxviii <br /> I <br />