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Hazus-MH Canada, User and Technical Manual: Earthquake Module – M. Ulmi – Google Books
These factors coupled with scour as a leading cause of bridge degradation demonstrate a need to hazus-mh 2.1 screening methods for assessing and prioritizing bridges most deserving of adaptation hazus-mmh. As the access to this document is restricted, you may want to search for a different version of it.
Access to the full text of the articles in this series is restricted.
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The scour factor is then used in conjunction with estimated bridge replacement cost to predict monetary damages for a future flood event. If you have authored this item and are not yet registered with RePEc, we encourage you to do it here.
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In addition, the Intergovernmental Panel on Climate Change indicates that the frequency of severe precipitation events is increasing as well as associated flooding.
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General contact details of provider: For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Please note that corrections may take a couple haxus-mh weeks to filter through the various RePEc services. You can help correct errors and omissions. An extended case study application was also conducted by applying the hazus-mh 2.1 to a set of flood-prone bridges in the Little Rock, Arkansas area. Help us Corrections Found an error or omission?
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The estimation method develops a scour factor for a bridge using contraction, pier and abutment scour estimates for a base-year and future-year flood event.
Camp Vanderbilt University Mark D.
Sonal Shukla or Rebekah McClure. The method was validated using repair hazus-mh 2.1 data for eight bridges located in Davidson County NashvilleTennessee, from a severe flooding event in May RePEc uses hazus-m data supplied by the respective publishers. The results of this research suggest that the proposed methodology may offer municipalities a useful screening tool for prioritizing bridges for adaptation planning.