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! Introduction  2 Purpose and Scope  2 Acknowledgments  3 Potential-Scour Assessments  3 Potential-Scour Index  3 Data Collection for Potential-Scour Assessment.  7 Landform Regions in lowa  8 Results of Potential-Scour Assessments  7 Evaluation of Potential-Scour Assessment Technique  10 Estimates of Maximum Scour  12 Bridge-Scour Processes and Estimating Maximum Scour  12 Long-Term Aggradation/Degradation of the Streambed  12 Contraction Scour  15 Pier Scour  16 Abutment Scour  16 Channel Stability  I 6 Total Scour  16 Data Collection and Method of Analysis for Estimating Maximum Scour  16 Flood Discharges  I 7 Hydraulic Properties  17 Water-Surface Profiles  17 Maximum Scour Equations  :  17 Results of Estimates of Maximum Scour  17 Middle Raccoon River near Bayard (05483450)  18 Raccoon River at Van lvieter (05484500)  20 White Breast Creek near Dallas (05487980)   ..  22 Cedar Creek near Bussey (05489000)  24 Maple River at Mapleton (06607200)  26 West Nishnabotna River at Randolph (06808500)  :  28 East Nishnabotna River near Atlantic (06809210)  30 Nodaway River at Clarinda (068 I 7000)  32 Platte River near Diagonal (06818750)  34 Iowa River at Wapello (05465500)  .36 Summary and Conclusions  38 References  .41 Appendix-Example of Form Used to Collect Potential-Scour Data  71

Potential-scour assessments and estimates of maximum scour at selected bridges in Iowa