Life Around the Turbines

Life around the Turbines is an outreach project developed by the Marine Biological Association of the UK (MBA) funded by COWRIE (Collaborative Offshore Wind Research into the Environment). The project was designed to promote the need for renewable energy, raise awareness of marine biodiversity and generate discussions about offshore wind farms particularly with school children around Great Britain. The project has run from 2008 – 2014 and has involved workshops with schools all around Great Britain; production of online resources and a series of training events and tools for marine educators. All of the resources and workshops were developed to correlate with the national curricula for England, Scotland and Wales and cover a range of topics including science, citizenship and technology. Combining charismatic marine wildlife with technology and interactive, hands-on workshop activities has proved a successful and popular combination, received well by students and teachers. We present the methods of engagement used and some of the information received through a basic activity evaluation process. We will also share information about how conference participants can obtain and utilise free resources to support their own outreach and teaching at www.mba.ac.uk/education.

Three-Dimensional Analysis of Seepage below and around Hydraulic Structures

This paper investigates the problem of seepage under the floor of hydraulic structures considering the compartment of flow that seeps through the surrounding banks of the canal. A computer program, utilizing a finite-element method and capable of handling three-dimensional (3D) saturated–unsaturated flow problems, was used. Different ratios of canal width/differential head applied on the structure were studied. The results produced from the two-dimensional (2D) analysis were observed to deviate largely from that obtained from 3D analysis of the same problem, despite the fact that the porous medium was isotropic and homogeneous. For example, the exit gradient obtained from 3D analysis was as high as 2.5 times its value obtained from 2D analysis. Uplift force acting upwards on the structure has also increased by about 46% compared with its value obtained from the 2D solution. When the canal width/ differential head ratio was 10 or higher, the 3D results were comparable to the 2D results. It is recommended to construct a core of low permeability soil in the banks of canal to reduce the seepage losses, uplift force, and exit gradient.