Discharge rating for tainter gates at lock and dam no. 24 on the Mississippi River at Clarksville, Missouri
Terry W. Alexander, United States. Army. Corps of Engineers. St. Louis District, Geological Survey (U.S.)
U.S. Dept. of the Interior, U.S. Geological Survey, 1992 - Technology & Engineering - 16 pages
3 pages matching Velocity observations in this book
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_ CN 15 tainter gates 15-foot gate opening CN rH coefficient of discharge controls at Lock Corps of Engineers critical depth current-meter discharge measurements depth h discharge Cgs discharge coefficient relation discharge for flow discharge measurements hg discharge per gate discharge rating table equations of discharge feet per second flow controls flow-regulating structures gate at Lock gate leakage discharge gate opening hg headwater and tailwater height of tainter hydraulic-control conditions hydraulic-control variables Lock and Dam MEAN VELOCITY Missouri navigation lock navigation pool headwater normal operational limits opening at tainter RATING FOR TAINTER rH rH CN rH rH rH second Two-point method second Vertical-velocity curve service deck single tainter gate static head differential static-headwater depth static-tailwater depth h3 Stuthmann and Sanders submerged submerged-orifice flow regime tainter gate flow tainter gate opening Theoretical equations U.S. Army Corps U.S. Geological Survey variables and discharges Velocity observations Vertical-velocity curve method