Author: Publisher:
ISBN:
Category :
Languages : en
Pages : 104
Book Description
Hydraulic Model Study of Navigation Conditions in Upstream Approach to Lock No. 10, Mississippi River, Guttenberg, Iowa
Laboratory Tests on Hydraulic Model of Navigation Conditions in Upstream Approach to Lock No. 10, Mississippi River, Guttenberg, Iowa
Author: United States. Army. Corps of Engineers. St. Paul DistrictPublisher:
ISBN:
Category : Lock and Dam no. 10 (Mississippi River)
Languages : en
Pages : 90
Book Description
Navigation Conditions at the Upstream Approach to Lock and Dam No. 3, Mississippi River
Author: Louis J. ShowsPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 114
Book Description
Hydraulic Model Study of Navigation Conditions in Upstream Approach to Lock No. 6, Mississippi River, Trempealeau, Wisconsin
Author: Publisher:
ISBN:
Category : Lock and Dam no. 6 (Mississippi River).
Languages : en
Pages : 146
Book Description
Navigation Conditions at the Upstream Approach to Lock and Dam Number 3, Mississippi River; Hydraulic Model Investigation
Author: Louis J. ShowsPublisher:
ISBN:
Category :
Languages : en
Pages : 111
Book Description
The Lock and Dam No. 3 navigation structure is located on the upper Mississipi River at about mile 797 above the mouth of the Ohio River and 44.2 miles above Lock and Dam No. 4. The structure is designed to maintain a minimum upper pool during low flows extending 18.3 miles upstream to Lock and Dam No. 2 on the Mississippi River and approximately 52 miles up the St. Croix River. The section of pool extending into the upper Mississippi River provides water access to Minneapolis and St. Paul, Minnesota. The four-gated spillway section is located in the main river channel, and the lock with clear chamber dimensions of 110 by 600 ft and the upper lock gates for a proposed second lock are located in a bypass canal on the right overbank. A fixed-bed model reproducing about 2 miles of the Mississippi River channel, upstream lock approach, a portion of Sturgeon Lake, and adjacent overbank areas to an undistorted scale of 1:120 was used to determine the adequacy of the proposed plan and to develop modifications required to eliminate any adverse conditions indicated. Results of the investigation revealed that satisfactory navigation conditions in the upper lock approach could be developed by replacement of the guide wall with a guard wall with some excavation along the right bank or with a rock dike extending upstream from the right abutment wall of the dam. Ice gaps or openings would be required to reduce the accumulation of ice in the lock approach with either of the plans.
Navigation Conditions at Upstream Approach to Lock and Dam No. 3, Mississippi River
Author: Louis J. ShowsPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 45
Book Description
Navigation Conditions at Locks and Dam 26, Mississippi River
Author: Louis J. ShowsPublisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 134
Book Description
Hydraulic Research in the United States
Author: Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 620
Book Description
A Hydraulic Model Study of Navigation Improvement in the Upstream Approach to Locks and Dam No. 2. Mississippi River
Author: Jon GroethePublisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 51
Book Description
Current Hydraulic Laboratory Research in the United States
Author: Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 168
Book Description