Modification of Fish Ladders at John Day Dam, Columbia River, Oregon and Washington
Author: United States. Army. Corps of Engineers. North Pacific Division
Publisher:
Published: 1984
Total Pages:
ISBN-13:
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Author: United States. Army. Corps of Engineers. North Pacific Division
Publisher:
Published: 1984
Total Pages:
ISBN-13:
DOWNLOAD EBOOKAuthor: P. M. Smith
Publisher:
Published: 1984
Total Pages: 119
ISBN-13:
DOWNLOAD EBOOKPrototype operation of the originally constructed fish ladders at John Day Dam revealed the need for ladder modifications to improve fish passage. A 1:10-scale model was used to evaluate the design modifications for both the north-and south-shore ladders. Improvements were desired in the flow-regulating sections and at the fish counting station for both fish ladders. The model was instrumental in developing a successful modification to the Hell's Gate slot-orifice type regulating section. The modification consisted of a slot-only design having a maximum head drop of approximately 6 inches. A vertical counting station was developed for the north-shore ladder. Successful operation in the prototype has verified the effectiveness of the design.
Author: Richard L. Johnson
Publisher:
Published: 1968
Total Pages: 128
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1968
Total Pages: 108
ISBN-13:
DOWNLOAD EBOOKFacilities for passing fish upstream over John Day Dam include a powerhouse collection system with fishway entrances at each end and along the downstream face of the powerhouse, and a 24-ft-wide fish ladder with 1-on-10 slope on both sides of the river. The north fish ladder (except entrance section) and a portion of ladder adjacent to the south fish counting station were studied in a 1:10-scale model. A group of four typical diffusion chambers in each ladder was reproduced in a 1:8-scale model. Fishway weirs with 6-ft-long overflow crests at each end of a 12-ft-long nonoverflow section, upstream fins, and 18- by 18-in. orifices at the floor were adopted. Orifice sizes in the regulating sections were adjusted to control discharge and head drops between 19 nonoverflow bulkheads for an 11-ft range in forebay levels. Sloping floors, baffle beams at a constant elevation, and metering orifices sized to provide 60 cfs each were selected for diffusers in sloping portions of the fish ladders. (Modified author abstract).
Author: United States. Army. Corps of Engineers. Walla Walla District
Publisher:
Published: 1970
Total Pages:
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DOWNLOAD EBOOKAuthor: Louis Z. Perkins
Publisher:
Published: 1973
Total Pages: 100
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Portland District
Publisher:
Published: 1970
Total Pages:
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DOWNLOAD EBOOKAuthor: Richard L. Johnson
Publisher:
Published: 1968
Total Pages: 71
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Portland District
Publisher:
Published: 1985
Total Pages:
ISBN-13:
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