Red River Below Denison Dam, Arkansas, Louisiana, Oklahoma, and Texas, McKinney Bayou, Arkansas, and Texas
Author: United States. Army. Corps of Engineers
Publisher:
Published: 1975
Total Pages: 53
ISBN-13:
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Author: United States. Army. Corps of Engineers
Publisher:
Published: 1975
Total Pages: 53
ISBN-13:
DOWNLOAD EBOOKAuthor: Red River Basin Coordinating Committee
Publisher:
Published: 1968
Total Pages: 266
ISBN-13:
DOWNLOAD EBOOKAuthor: Red River Basin Coordinating Committee (U.S.)
Publisher:
Published: 1968
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers
Publisher:
Published: 1968
Total Pages: 406
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Congress. House. Committee on Public Works
Publisher:
Published: 1968
Total Pages: 495
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Engineers Corps
Publisher:
Published: 1968
Total Pages: 406
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army Engineer District, New Orleans
Publisher:
Published: 1966
Total Pages: 302
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 2002
Total Pages: 65
ISBN-13:
DOWNLOAD EBOOKA numerical model study was conducted to evaluate the effect that reducing bank erosion between Arthur City, TX, and Index, AR, would have on deposition rates in the J. Bennett Johnston (Red River) Waterway. This was accomplished by evaluating measured sediment data and by using the HEC-6W numerical sedimentation model. Deposition rates in the navigation pool upstream from Joe D. Waggonner Jr. Lock and Dam (Lock and Dam No. 5) were predicted for existing bank erosion conditions, and for conditions where existing bank erosion was reduced by 50 and 100 percent.
Author: Ronald R. Copeland
Publisher:
Published: 2002
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKA numerical model study was conducted to evaluate the effect that reducing bank erosion between Arthur City, TX, and Index, AR, would have on deposition rates in the J. Bennett Johnston (Red River) Waterway. This was accomplished by evaluating measured sediment data and by using the HEC-6W numerical sedimentation model. Deposition rates in the navigation pool upstream from Joe D. Waggonner Jr. Lock and Dam (Lock and Dam No. 5) were predicted for existing bank erosion conditions, and for conditions where existing bank erosion was reduced by 50 and 100 percent.
Author: United States. Army. Corps of Engineers
Publisher:
Published: 1968
Total Pages:
ISBN-13:
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