Author: United States. Army. Corps of Engineers. Vicksburg DistrictPublisher:
ISBN:
Category : Caddo Parish (La.)
Languages : en
Pages : 0
Book Description
Lock and Dam No. 5, Red River Waterway
Author: United States. Army. Corps of Engineers. Vicksburg DistrictPublisher:
ISBN:
Category : Caddo Parish (La.)
Languages : en
Pages : 0
Book Description
Lock and Dam No. 5, Red River Waterway
Author: United States. Army. Corps of Engineers. Vicksburg DistrictPublisher:
ISBN:
Category : Caddo Parish (La.)
Languages : en
Pages : 0
Book Description
Red River Waterway, La., Tex., Ark., and Okla., Mississippi River to Shreveport, La., Reach, Lock and Dam No. 1
Author: Noel R. OswaltPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 70
Book Description
Plans for Lock and Dam No. 3, Red River Waterway, Mississippi River to Shreveport, LA.
Author: United States. Army. Corps of Engineers. Vicksburg DistrictPublisher:
ISBN:
Category : Dams
Languages : en
Pages : 0
Book Description
Red River Waterway, Louisiana, Texas, Arkansas, and Oklahoma, Mississippi River to Shreveport, Louisiana
Author: Red River Waterway, Louisiana, Texas, Arkansas, and Oklahoma, Mississippi River to Shreveport, Louisiana
Author: United States. Army. Corps of Engineers. Vicksburg DistrictPublisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
Book Description
Red River Waterway, Louisiana, Texas, Arkansas, and Oklahoma, Mississippi River to Shreveport, Louisiana
Author: Red River Waterway Revised Outlets for Red River Locks
Author: Richard L. StockstillPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 86
Book Description
Lock and Dam 1, Red River Waterway
Author: James Edward FosterPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 112
Book Description
Lock and Dam 1 is the first navigation structure for the development of navigation on the Red River Waterway. The structure is located in a cutoff channel in the left overbank about 43.7 realigned channel miles above the Mississippi River. The structure includes one lock located along the left bank with clear chamber dimensions of 84 by 785 ft and a dam, consisting of a spillway with eleven 50-ft-wide gates, that is designed to provide a normal pool to el 40 upstream to Lock and Dam 2 (mile 74) and to pass a project flood flow of 225,000 cfs. A model reproducing two reaches of the Red River frm 1967 river mile 52.0 to 49.8 and from mile 44.0 to 41.5 and the proposed cutoff connecting these two reached, including Lock and Dam 1, was built for this study. The model was built with provisions to model the channel bed either in pea rock to an undistorted scale of 1:120 for navigation tests so velocities and current directions could be taken or in crushed coal to a distorted scale of 1:120 horizontally and 1:80 vertically for channel development tests to study bed configuration changes. The model study was conducted to determine navigation conditions and channel developments to be expected from the original design and to develop modification that might be required to: (a) improve flow conditions that would be adverse to navigation, and (b) minimize the dredging required to maintain a channel of satisfactory dimensions along a desired alignment.
Red River Waterway, Louisiana, Texas, Arkansas, and Oklahoma, Mississippi River to Shreveport, La., Lock and Dam No. 3
Author: United States. Army. Corps of Engineers. Vicksburg DistrictPublisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
Book Description