Historical and potential scour around bridge piers and abutments of selected stream crossings in Indiana

Mueller, David S.; Miller, Russell L.; Wilson, J.T.

doi:10.3133/wri934066

1994

DOI: 10.3133/wri934066

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Historical and potential scour around bridge piers and abutments of selected stream crossings in Indiana

David S. Mueller¹,

Russell L. Miller²,

J.T. Wilson³

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1997

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Cited by 1 publication

References 9 publications

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Application of the Bridge Stream Tube Model for Alluvial River Simulations (BRI-STARS) at bridge 101-17-5096A, State Road 101; over the St. Joseph River at Saint Joe, Indiana

Voelker¹

1997

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Multiply By To obtain cubic foot per second (ft3/s) 0.02832 cubic meter per second foot (ft) 0.3048 meter foot per foot (ft/ft) 1.000 meter per meter mile (mi) 1.609 kilometer square mile (mi2) 2.590 square kilometer Sea level: In this report, "sea level" refers to the National Geodetic Vertical Datum of 1929 (NGVD of 1929) a geodetic datum derived from a general adjustment of the first-order level nets of the United States and Canada, formerly called Sea Level Datum of 1929.

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Application of the Bridge Stream Tube Model for Alluvial River Simulations (BRI-STARS) at bridge 101-17-5096A, State Road 101; over the St. Joseph River at Saint Joe, Indiana

Voelker¹

1997

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Historical and potential scour around bridge piers and abutments of selected stream crossings in Indiana

Cited by 1 publication

References 9 publications

Application of the Bridge Stream Tube Model for Alluvial River Simulations (BRI-STARS) at bridge 101-17-5096A, State Road 101; over the St. Joseph River at Saint Joe, Indiana

Application of the Bridge Stream Tube Model for Alluvial River Simulations (BRI-STARS) at bridge 101-17-5096A, State Road 101; over the St. Joseph River at Saint Joe, Indiana

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