The Austin Dam Disaster of 1900

The Austin Dam Disaster of 1900
Author: Elizabeth H. Clare
Publisher: Arcadia Publishing
Total Pages: 135
Release: 2018-01-29
Genre: Nature
ISBN: 1439663890


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The Austin Dam Disaster of 1900 recreates the era of Gay Nineties Austin, then--as now--a city on the rise and on the make. In 1891, at the behest of ambitious city fathers, the little city of just 15,000 people gambled its future on a project of breathtaking size--a massive hydroelectric dam across the Colorado River. This book follows the epic construction project and the brief golden era of the pleasure resort at Lake McDonald. Though troubled and controversial from the get-go, the dam embodied all of Austin's dreams. Then, on Friday, April 6, 1900, it began to rain . . .

The Austin Dam

The Austin Dam
Author: Thomas Ulvan Taylor
Publisher:
Total Pages: 1232
Release: 1900
Genre: Colorado River (Colo.-Mexico)
ISBN:


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The Austin Dam

The Austin Dam
Author: Thomas Ulvan Taylor
Publisher:
Total Pages: 52
Release: 1900
Genre: Austin dam (Tex.)
ISBN:


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The Austin Dam Failure

The Austin Dam Failure
Author: Frank Pape McKibben
Publisher:
Total Pages: 60
Release: 1912
Genre: Dams
ISBN:


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The Austin Dam

The Austin Dam
Author: Geological Survey (U.S.)
Publisher:
Total Pages: 52
Release: 1901
Genre:
ISBN:


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An Investigation of the Failure of the Austin Dam

An Investigation of the Failure of the Austin Dam
Author: Emily Monahan
Publisher:
Total Pages: 84
Release: 2003
Genre: Austin Dam (Pa.)
ISBN:


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Investigates theoretically the structural integrity of the original Austin Dam in Austin, Pennsylvania and determine the likely cause of its failure in 1911. Using standard engineering practices of the early 1900's, the dam's stability against sliding, overturning, and crushing was calculated. After creating a solid computer model of the dam, a stress analysis was performed using modern finite element analysis methods which were not available at the time of the failure. Construction and analysis of a model incorporating suggested reinforcements to the structure determined if these reinforcements would have been sufficient to prevent the failure.