Lock and Dam No. 5, Red River Waterway
Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
Published: 1989
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
Published: 1989
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
Published: 1989
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1987
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
Published: 1987
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1989
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor: Noel R. Oswalt
Publisher:
Published: 1977
Total Pages: 70
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
Published: 1986
Total Pages:
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Rock Island District
Publisher:
Published: 1989
Total Pages: 208
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
Published: 1987
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1991
Total Pages: 51
ISBN-13:
DOWNLOAD EBOOKA two-dimensional numerical model, TABS-2, was used to predict fine sediment deposition in the lock approach channels upstream and downstream from Lock and Dam No. 3 on the Red River Waterway, Louisiana. The numerical model was used to evaluate the effects of various design changes on fine sediment deposition. These included the cross-section shape in the upstream lock approach channel, the distance between the lock wall and the first spillway gate, the number of openings in the ported guard wall, and location of a berm in the upstream channel.