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Modified level II streambed-scour analysis for structure I-70-104-5128 crossing Brandywine Creek in Hancock County, Indiana

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Modified level II streambed-scour analysis for structure I-70-104-5128 crossing Brandywine Creek in Hancock County, Indiana; 1997; OFR; 97-303; Miller, R. L.; Robinson, B. A.; Voelker, D. C.

Summary

Level II scour evaluations follow a process in which hydrologic, hydraulic, and sedient-transport data are evaluated to calculate the depth of scour that may result when given discharge is routed through a bridge opening. the results of the modified Levell II analysis for structure I-70-104-5128 on Interstate 70 crossing Brandywine Creek in Hancock County, Indiana, are presented. The site is near the town of Greenfield in the central part of Hancock County. Scour depths were computed with the Water Surface PROfile model, version V050196, which incorporates the scour-calculation procedures outlined in Hydraulic Engineering Circular No. 18. Total scour depths at the piers were approximately 6.5 feet for the modeled discharge of 6,900 [...]

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Harvested on Thu Jun 30 04:21:14 MDT 2016 from MODS XML Service

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Type Scheme Key
local-index unknown ofr97303
local-pk unknown 23908
doi http://www.loc.gov/standards/mods/mods-outline-3-5.html#identifier doi:10.3133/ofr97303
series unknown Open-File Report

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journalOpen-File Report
parts
typePublication Place
valueIndianapolis, IN
edition-
languageEnglish
citationTypeReport

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