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Prediction of the backwater level due to bridge constriction in waterways
Author(s) -
Atabay Serter,
Haji Amou Assar Kimia,
Hashemi Mahsa,
Dib Miri
Publication year - 2018
Publication title -
water and environment journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.437
H-Index - 37
eISSN - 1747-6593
pISSN - 1747-6585
DOI - 10.1111/wej.12303
Subject(s) - froude number , parametric statistics , structural engineering , bridge (graph theory) , channel (broadcasting) , engineering , surface finish , geotechnical engineering , mathematics , geometry , statistics , flow (mathematics) , mechanical engineering , medicine , electrical engineering
This article proposes a mathematical method to calculate the backwater level at bridge constrictions for compound channels. Such a model is necessary, as many of the previously developed simple formulas yield inaccurate results. Parametric studies on a single‐opening semicircular arch, single‐opening semielliptical arch and single‐opening straight deck bridge were also conducted using the commercial software HEC‐RAS to investigate the influences of different factors on backwater level. The results indicated that the Froude number, opening ratio, discharge and roughness coefficient impact the backwater level considerably. Hence, a simple mathematical method was developed based on these parameters and validated using experimental data in a symmetrical two‐stage channel with different roughness coefficients for different types of bridge models. The results obtained using the proposed formula corresponded well with the experimental data and the results obtained using the energy method, which is accurate and the most commonly used method to calculate backwater level.