Concrete Report, Red River Waterway, Lock and Dam No. 5, Contract No. DACW38-92-C-0018 PDF Download
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Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages :
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Book Description
Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages :
Get Book Here
Book Description
Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages :
Get Book Here
Book Description
Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
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Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Caddo Parish (La.)
Languages : en
Pages : 0
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Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Caddo Parish (La.)
Languages : en
Pages : 0
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Author: United States. Army. Corps of Engineers. New Orleans District
Publisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
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Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
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Author:
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ISBN:
Category :
Languages : en
Pages : 170
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Book Description
THIS REPORT WAS PREPARED TO PROVIDE INFORMATION TO THOSE WHO MAY INVESTIGATE FUTURE PROBLEMS ON THIS STRUCTURE AND FOR THOSE INVOLVED IN DESIGNING SIMILAR STRUCTURES. THIS REPORT SERVES AS A BASIS FOR THOSE PERFORMING PERIODIC INSPECTIONS.
Author:
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Category :
Languages : en
Pages : 134
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Lock and Dam No. 4 is the fourth lock in a series of five to be constructed on the Red River Waterway from the vicinity of Old River to Shreveport, LA. Lock 4 is located in a cutoff canal on the left descending bank about 169 post project river miles above the mouth of the Red River. The principal structures include an 84- by 785-ft lock, a gated spillway containing five tainter gates, and a hinged crest gate 100 ft wide. The fixed bed model reproduced about 3.5 miles of realigned river channel and adjacent overbank area at an undistorted model scale of 1:100. The model investigation was concerned with determining the effects on navigation through the study reach for the proposed design and developing modifications required to the design that would provide satisfactory navigation conditions.
Author: United States. Army. Corps of Engineers. Vicksburg District
Publisher:
ISBN:
Category : Hydraulic structures
Languages : en
Pages :
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Book Description
