Research team

The research team is composed of the following institutions and individuals:

* University of Exeter, Centre for Water Systems

Prof Slobodan Djordjevic: principal investigator and leading the experimental phase download
Prof Gavin Tabor: leading the CFD modelling phase of the project    KONICA MINOLTA DIGITAL CAMERA

Dr Prakash Kripakaran: expert on bridge management and leading the third phase of the project                                                                                                download (2)

Dr Mohsen Ebrahimi: former research fellow & physical (experimental) modeller; currently River Scour Specialist at Mott MacDonald

download (3)

Dr Recep Kahraman: research fellow & CFD modeller


Matthew Riella: PhD researcher in CFD


Bernardas Jankauskas: PhD researcher in CFD

* Heriot-Watt University

Prof Scott Arthur: leading expert in debris modelling


* University of Belgrade

Prof Dušan Prodanović: expert and advisor in experimental hydraulicsn_-1_50

Computational modelling

This phase will focus on the application of CFD to predict hydrodynamic effects of debris blockage for a broad range of bridges. We will evaluate computationally the two main hydrodynamic effects on a bridge, namely scour and pressures. Two distinct approaches to modelling scour will be investigated and later compared for their effectiveness.  Results from the flume experiments in Phase 1 will be used to test and validate the CFD models. Accuracy and computational costs of the two distinct approaches for scour prediction and modelling will be assessed to determine the most suitable approach for the next stage of the project.

Scour depths will be empirically related to flow velocities near piers or abutments based on results from the scour modelling approach identified as the most suitable for scour prediction. We will then use full scale CFD simulations to predict debris effects for a diverse set of debris and bridge scenarios. This research will is interested in mainly evaluating the interactions between model parameters such as bridge span and pier width that largely determine the two quantities of interest – flow velocities and pressures. Results from the CFD models, which will include flow velocities around piers and abutments, and pressure distributions on the bridge superstructure, will be compiled for use in Phase 3.

In the following results from a sample CFD simulation (using OpenFOAM) is shown.

In the following simulated scour maps for a two-span arch bridge is shown.

And a looking upstream view of flow streamlines:


Phase 3. Assessment guidance development

This phase focuses on the development of a new model for assessing debris-induced scour at bridges. This method integrates with current approaches to improve scour estimations at bridge piers. RAMB project also provides insights for evaluating hydrodynamic pressure at arch bridges.

Effect of debris on scour 

To include effect of debris accumulation on local scour depth, we propose a new model instead of “equivalent pier width” approach. This will enable a more accurate and realistic estimation of the depth of local scour with debris accumulation. The proposed model is developed using not only data from our in-house flume experiments, but also most of available experimental data in literature. Also, in contrast to the “equivalent pier width” method, the model is not restricted to floating debris but is also applicable to cases where debris is submerged or resting on the bed.

We introduce a new factor Φdebris, derived via multivariate regression analysis, to be incorporated into any scour estimation equation. For instance, equation in CIRIA C742 will be modified as

Ys/Bs = Φshape.Φdepth.Φvelocity.Φangle.Φdebris 

where Ys = scour depth; Bs = pier width; and Φdebris  is a debris factor identified based on debris dimensions and elevation.

Hydrodynamic pressure on the arch sofit

We have studied hydrodynamic pressures at a single span arch bridge under inundation conditions using a 1:10 scaled model (following schematic). We particularly measured hydrodynamic pressures at the arch soffit surface (enclosed by green circle in the following figure) using miniature pressure transducers.

We detected large negative pressure (suction in order of upto ~ 3 times the hydrostatic pressure) at the surface of arch soffit. This was a rather surprising finding since negative pressure was not detactable by underwater visual inspection. We identified this to be matching with the observations by practitioners who have diagnosed arch soffit surface often prone to suction and mortar loss. Based on this, we are proposing to do closer post-flood inspection of this location to detect any likely mortar loss and repair it before affecting the structural integrity of the bridge.

4th Steering Committee Meeting

The 4th Steering Committee Meeting was held on the 12th of June 2017 at the University of Exeter.

Recent devlopments in experimental modelling (e.g. velocity measurements, effect of debris elevation on scour depth at a pier, and scour protection by riprap) and CFD modelling (model validation and 12th OpenFOAM Workshop at the University of Exeter) were discussed. This was followed by a discussion on the results.

3rd Steering Committee Meeting

The 3rd Steering Committee Meeting was held on the 11th of November 2016 at the University of Exeter.

An overview of the project and work plan was presented. Preliminary experimental results were presented and discussed. Experimental improvements were also demonstrated in a lab tour.

After the lunch, a presentation on use of OpenFOAM for CFD simulations was done and future plans were shared with the Committee. This was followed by a discussion on the preliminary results and work challenges.

Flume experiments

In this phase of the project, a series of flume experiments will be performed in a 0.605m wide flume with 10m-long working section using scaled models of potential obstructions to determine the effects of debris on flow and scour.

The experiments are not perfectly representing prototype conditions but are mainly for development and validation purposes in second phase of the project (i.e. computational modelling). Nevertheless, hydraulic conditions of the experiments were designed, to the degree that the conditions allow, based on Froude similarity between scaled model and prototype.

Considering the constraint of the flume width, which is 60.5cm, a single pier or short-span masonry bridge will be modelled. The existence of the bridge arches in is mainly aimed at measuring hydrodynamic forces on the bridge. Non-cohesive sediment (silica sand) is used as the alluvial bed material. Bridge model and debris models are created by 3d printing.

Following parameters are measured during the experiments or when the scour reaches equilibrium stage.

1. Flow velocities: using acoustic Doppler velocimeter;

2. Scour geometry: using echo-sounding concept;

3. Hydrodynamic pressure: using pressure sensors embedded insider the models; and

4. Uplift and lateral forces on the bridge model: using load cells with strain gauge.


Cross-sectional schematic of flume experiments

CS_side view

Side-view schematic of flume experiments

Contact us

We are located at Centre for Water Systems (CWS) at the University of Exeter. Our mailing address is

Centre for Water Systems, College of Engineering, Mathematics and Physical Sciences, University of Exeter, North Park Road, Exeter EX4 4QF, UK

  • Regarding different aspects of the project, you may contact Prof Slobodan Djordjevic.
  • Regarding experimental aspects, you could contact Dr Prakash Kripakaran or .
  • Regarding computational modelling, please contact Dr Gavin Tabor or Dr Recep Kahraman.



Project description


RAMB project is funded by EPSRC as shown in here. It is aimed at studying hydrodynamics and scour around masonry bridges due to debris blockage, which has been identified as a major cause of bridge failure during flooding. Debris can reduce conveyance capacity, enhance scour and increase hydrodynamic forces, which in turn may detrimentally affect bridge stability even under moderate flow rates. Debris build-up can occur around any obstruction to water flow such as bridge piers. Masonry bridges, which constitute over 40% of the nation’s bridge stock, are particularly susceptible to debris blockage due to their short spans and low clearances over water levels. While hydrodynamic effects due to debris are known to significantly heighten the chances of bridge failure by worsening pier scour and constricting flow, current guidance for design and assessment of bridges are highly inadequate for evaluating effect of debris on scour and also hydrodynamic loading at bridges.

This research will directly address this urgent and practical need for an approach to evaluate the risks from debris accumulation at bridges. It will investigate the scour-enhancing effects of debris accumulation in the watercourse, and devise a systematic methodology to assess scour enhancing effect of debris blockage on bridge piers. The methodology, which will be built into existing CIRIA guidance [1] for assessment of bridges under hydraulic action, will enable optimal planning of interventions to effectively target bridges at risk to debris blockage and thereby improve resilience of the transport network and the rate of post-flood recovery. RAMB project also investigate hydrodynamic pressures at arch bridges which can be of practical importance for maintenance of masonry arch bridges.

This research comprises of the following three key elements

  1. Froude-scale hydraulic experiments to depict effects of debris blockage on flow parameters and pier scour;
  2. CFD modelling to simulate flow under masonry bridges and around bridge piers with floating debris blockage; and
  3. Formulation of a risk-based strategy to assess the hydrodynamic effects of debris accumulation at bridges.

[1] Kirby et al. (2015), Manual on scour at bridges and other hydraulic structures, second edition

1st Steering Committee Meeting

The 1st Steering Committee Meeting was held on the 3rd of July 2015 at the University of Exeter. This was a joint meeting between the industry consortium and the research team.

The meeting was started with individual introductions, followed by presentations on overall goals of the project and experimental phase of the project. Afterwards, comments were exchanged among attendees on various aspects that need to be considered in experimental modelling so as to represent important prototype conditions. This was followed by expressing expectations of both industry consortium and research team from the project.

Finally, some actions were defined to be taken by research team, including obtaining prototype conditions from practitioners, scheduling field trips, preparing and circulating fact sheets at different stages of the project, and setting up project blog.

1st Steering Committee Meeting