Skip to the main content

e-Zbornik, Electronic Collection of Papers of the Faculty of Civil Engineering, Vol. 8 No. 16, 2018.

Preliminary communication

INFLUENCE OF WATERCOURSE FLOW ON BRIDGE SAFETY

Neven Kuspilić ; University of Zagreb, Faculty of Civil Engineering
Gordon Gilja orcid id orcid.org/0000-0002-8796-5264 ; University of Zagreb, Faculty of Civil Engineering

Full text: croatian pdf 1.019 Kb

page 24-38

downloads: 951

cite

Full text: english pdf 929 Kb

page 26-41

downloads: 260

cite

Abstract

Indirect action of flow poses a risk to bridge safety as it results in scouring of structural elements, i.e. it changes the geometry of the initial design state and thereby subjects it to new loading conditions. Periodic inspections of riverbed and bridge structure under water establish the actual bridge condition and associated rating, recommendations for monitoring, maintenance and/or repair measures and time to next inspection. Estimation of scouring hazard for a particular bridge and riverbed stability assessment are based on morphodynamic analysis of the erosive capacity of flow on the bridge profile and adjacent watercourse section. This paper presents the results of specialist hydrographic surveys, morphodynamic analysis of the stability of riverbed and protection structures, and underwater visual inspections of structural bridge elements conducted by the Faculty of Civil Engineering Zagreb. For riverbed condition category ratings “good” and “poor”, examples from Croatia where for a particular category characteristic damage is established involving the need for maintenance or repair are singled out.

Keywords

Erosion; morphodynamic analysis; bridge; scour; underwater inspection; ADCP

Hrčak ID:

214108

URI

https://hrcak.srce.hr/214108

Publication date:

24.12.2018.

Article data in other languages: croatian

Visits: 2.186 *