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Spillway for Typical Low-Head Navigation Dam Arkansas River, Arkansas. Hydraulic Model Investigation

J. L. Grace

Investigations were conducted using 1:25-, 1:40-, and 1:50-scale section models to determine optimum gate sill and pier nose shapes, spillway capacity with full and partial gate openings for both free and submerged flows, stilling basin performance, and riprap requirements for a typical low-head navigation dam such as planned for construction on the Arkansas River. (Author)

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Spillway for Typical Low-Head Navigation Dam Arkansas River, Arkansas. Hydraulic Model Investigation

J. L. Grace

Investigations were conducted using 1:25-, 1:40-, and 1:50-scale section models to determine optimum gate sill and pier nose shapes, spillway capacity with full and partial gate openings for both free and submerged flows, stilling basin performance, and riprap requirements for a typical low-head navigation dam such as planned for construction on the Arkansas River. (Author)

Spillway for Typical Low-Head Navigation Dam Arkansas River, Arkansas. Hydraulic Model Investigation

J. L. Grace

Investigations were conducted using 1:25-, 1:40-, and 1:50-scale section models to determine optimum gate sill and pier nose shapes, spillway capacity with full and partial gate openings for both free and submerged flows, stilling basin performance, and riprap requirements for a typical low-head navigation dam such as planned for construction on the Arkansas River. (Author)

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Title:

Spillway for Typical Low-Head Navigation Dam Arkansas River, Arkansas. Hydraulic Model Investigation

Contributors:

J. L. Grace (author)

Publication date:

1964

Size:

162 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Structures , Dams , Design , Hydraulic models , Fluid flow , Performance(Engineering) , Model tests , Construction materials , Concrete , Rivers , Arkansas , Spillways , Arkansas River , Riprap

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