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- W617612683 abstract "This technical note reviews the current procedures for the design of culverts and describes experiments at LaTrobe University, Bendigo, Australia. Study showed that the head-versus-discharge relation under inlet control is slightly different from what the design charts stipulate. New generalized relations between head water level and discharge are presented for inlet-control conditions after fitting the experimental data. As the ratio of end depth to the critical depth changes with the slope of the culvert and the discharge, the practice of considering the critical depth should be viewed with caution. The author found that the head water depth required to pass a given discharge through a pipe culvert of a given size is much less when the pipe runs full with the tail water level at the top of the pipe at the exit than the head water level required to pass the same discharge under inlet conditions. Consequently, the author recommends that the culvert be designed to flow under outlet-control conditions with the tail water level coinciding with the top of the pipe." @default.
- W617612683 created "2016-06-24" @default.
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- W617612683 date "1995-05-01" @default.
- W617612683 modified "2023-09-24" @default.
- W617612683 title "NEW APPROACH TO DESIGN OF CULVERTS. TECHNICAL NOTE" @default.
- W617612683 hasPublicationYear "1995" @default.
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