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    Valley Crossings and Flood Management for Ancient Roman Aqueduct Bridges

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author:
    Wayne F. Lorenz
    ,
    Phillip Wolfram
    DOI: 10.1061/(ASCE)IR.1943-4774.0000359
    Publisher: American Society of Civil Engineers
    Abstract: Calculation 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.
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      Valley Crossings and Flood Management for Ancient Roman Aqueduct Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65257
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    • Journal of Irrigation and Drainage Engineering

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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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