Stability of Riprap and Discharge Characteristics, Overflow Embankments, Arkansas River, Arkansas PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Stability of Riprap and Discharge Characteristics, Overflow Embankments, Arkansas River, Arkansas PDF full book. Access full book title Stability of Riprap and Discharge Characteristics, Overflow Embankments, Arkansas River, Arkansas by Waterways Experiment Station (U.S.). Download full books in PDF and EPUB format.
Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Embankments
Languages : en
Pages : 106
Get Book Here
Book Description
Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Embankments
Languages : en
Pages : 106
Get Book Here
Book Description
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category :
Languages : en
Pages : 200
Get Book Here
Book Description
Author: N. J Brogdon (Jr)
Publisher:
ISBN:
Category :
Languages : en
Pages : 94
Get Book Here
Book Description
Hydraulic model tests were conducted on overflow embankments similar to those which will be integral parts of navigation dams on the Arkansas River to determine the stability of various gradations of protective stone and the discharge characteristics of such structures. The effectiveness of four gradations of riprap with maximum stone diameters of 16, 24, and 36 in. was investigated on 3- and 10-ft-high, 30- to 35-ft-wide (at crown), access type embankments (i.e. paved roadway on crown), and on 3- and 6.75-ft-high, 20- to 27.5-ft-wide, nonaccess type embankments. The embankment designs were furnished by the U.S. Army Engineer District, Little Rock. The tests were conducted on a 1:4-scale section model which reproduced 90 ft of approach channel, a 40-ft-wide section of the overflow embankment, and 140 ft of exit channel. Fiber glass cloth was used to simulate the gravel or crushed rock filters of the prototype. In addition, a 1:12-scale section model was tested in a 1-ft-wide, glass-sided flume to determine pressures on the crest and downstream slope of the embankment.
Author: United States. National Bureau of Standards
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 952
Get Book Here
Book Description
Author: Waterways Experiment Station (U.S.)
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 328
Get Book Here
Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category :
Languages : en
Pages : 130
Get Book Here
Book Description
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 430
Get Book Here
Book Description
Author: Peter Edson Saunders
Publisher:
ISBN:
Category : Channels
Languages : en
Pages : 64
Get Book Here
Book Description
Author: United States. Army. Corps of Engineers. St. Paul District
Publisher:
ISBN:
Category : Bassett Creek (Minn.)
Languages : en
Pages : 510
Get Book Here
Book Description
Author: Coastal Engineering Research Center (U.S.)
Publisher:
ISBN:
Category : Beach erosion
Languages : en
Pages : 70
Get Book Here
Book Description
Includes various editions of some numbers.
