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contributor authorWayne F. Lorenz
contributor authorPhillip Wolfram
date accessioned2017-05-08T21:53:00Z
date available2017-05-08T21:53:00Z
date copyrightDecember 2011
date issued2011
identifier other%28asce%29ir%2E1943-4774%2E0000387.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65257
description abstractCalculation of stormwater flow passage underneath two ancient Roman bridges supporting an aqueduct in southern France provides insight into the Roman engineers’ design of aqueduct bridges. The bridges are quite different although the watersheds they cross have similar characteristics. At a height of 5.4 m (18 ft), the Simian Bridge has four arches while the Charmassone Bridge [height of 2 m (7 ft)] has a culvert to pass stormwater flows. The Simian Bridge was designed to maintain the needed elevation across the valley by use of arches, and it easily passes flood flows. In contrast, the Charmassone Bridge may have been designed to manage flood flows as evidenced by the sizing of its culvert and use of buttressing to support upstream hydrostatic pressures due to stormwater retention behind the bridge.
publisherAmerican Society of Civil Engineers
titleValley Crossings and Flood Management for Ancient Roman Aqueduct Bridges
typeJournal Paper
journal volume137
journal issue12
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000359
treeJournal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 012
contenttypeFulltext


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