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GRAHAMSTOWN DAM STAGE 2 AUGMENTATION SELECTION AND DESIGN OF A LABYRINTH SPILLWAY AND BAFFLE CHUTE M. B. Barker1, R.M. Holroyde2, J Williams3 and T. Qiu3
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Document Date: 2012-11-09 10:50:45

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File Size: 637,80 KB

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City

Houston / Brisbane / Newcastle / /

Company

Hunter Water Corporation / Geotechnical Gutteridge Haskins & Davey Pty Ltd / 3M / /

Country

United States / /

Currency

USD / /

Event

Natural Disaster / Force Majeure / /

Facility

Brigham Young University / Pacific Highway embankment / Introduction Grahamstown Dam / The Main Dam / Grahamstown Dam / Main Dam / Embankment Stage / Weir Normally / The Subsidiary/Saddle Dam / The Pacific Highway / Pacific Highway / /

IndustryTerm

bank spillway / energy dissipator discharging / energy losses / energy dissipators / baffle chute energy dissipator / baffle chute energy dissipater / bank slope / energy / /

NaturalFeature

Estimated inlet / Approach channel / Williams River / /

OperatingSystem

L3 / /

Organization

Brigham Young University / Roads and Traffic Authority / /

Person

Estimated Select / /

Position

author / Civil Engineer / elevation Approach channel elevation Crest elevation Total head / low head / Feasibility Study General / energy head / Water Resource Engineer / Planning / design head / Principal Engineer / /

Technology

SMS / aeration / pollution control / /

SocialTag