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Mill Creek Channel, Walla Walla, Washington. Hydraulic Model Investigation

D. W. Robinson / R. R. Copeland

A 1:10-scale hydraulic model simulated a 40-ft-wide section of the channel with five stabilizers in a sand-gravel bed stream. Scour depths downstream from the stabilizers were observed and riprap protection was recommended. Riprap protection along the side slopes was also recommended. (Author)

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Mill Creek Channel, Walla Walla, Washington. Hydraulic Model Investigation

D. W. Robinson / R. R. Copeland

A 1:10-scale hydraulic model simulated a 40-ft-wide section of the channel with five stabilizers in a sand-gravel bed stream. Scour depths downstream from the stabilizers were observed and riprap protection was recommended. Riprap protection along the side slopes was also recommended. (Author)

Mill Creek Channel, Walla Walla, Washington. Hydraulic Model Investigation

D. W. Robinson / R. R. Copeland

A 1:10-scale hydraulic model simulated a 40-ft-wide section of the channel with five stabilizers in a sand-gravel bed stream. Scour depths downstream from the stabilizers were observed and riprap protection was recommended. Riprap protection along the side slopes was also recommended. (Author)

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Title:

Mill Creek Channel, Walla Walla, Washington. Hydraulic Model Investigation

Contributors:

D. W. Robinson (author) / R. R. Copeland (author)

Publication date:

1986

Size:

79 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Channel improvements , Hydraulic models , Depth , Sides , Slope , Washington(State) , Streams , Modification , Soil stabilization , Model tests , Mill Creek , Walla Walla(Washington)

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