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BACKGROUND: The Kingdom of Jordan belongs to the ten water scarcest countries in the world, and climate change is likely to increase the frequency of future droughts. Jordan is considered among the 10 most water impoverished countries in the world, with per capita water availability estimated at 170 m per annum, compared to an average of 1,000 m per annum in other countries. Jordan Government has taken the strategic decision to develop a conveyor system including a 325 km pipe to pump 100 million cubic meters per year of potable water from Disi-Mudawwara close to the Saudi Border in the south, to the Greater Amman area in the north. The construction of the water pipeline has started end of 2009 and shall be finished in 2013. Later on, the pipeline could serve as a major part of a national water carrier in order to convey desalinated water from the Red Sea to the economically most important central region of the country. The conveyor project will not only significantly increase water supplies to the capital, but also provide for the re-allocation of current supplies to other governorates, and for the conservation of aquifers. In the context of the Disi project that is co-funded by EIB two Environmental and Social Management Plans have been prepared: one for the private project partners and one for the Jordan Government. The latter includes the Governments obligation to re-balance water allocations to irrigation and to gradually restore the protected wetlands of Azraq (Ramsar site) east of Amman that has been depleted due to over-abstraction by re-directing discharge of highland aquifers after the Disi pipeline becomes operational. The Water Strategy recognizes that groundwater extraction for irrigation is beyond acceptable limits. Since the source is finite and priority should be given to human consumption it proposes to tackle the demand for irrigation through tariff adjustments, improved irrigation technology and disincentive to water intensive crops. The Disi aquifer is currently used for irrigation by farms producing all kinds of fruits and vegetables on a large scale and exporting most of their products to the Saudi and European markets and it is almost a third of Jordan's total consumption. The licenses for that commercial irrigation were finished by 2011/12. Whilst the licenses will be not renewed the difficulty will be the enforcement and satellite based information become an important supporting tool for monitoring. OUTLOOK: The ESA funded project Water management had the objective to support the South-North conveyor project and the activities of EIB together with the MWI in Jordan to ensure the supply of water for the increasing demand. EO Information provides a baseline for land cover and elevation and support the monitoring of further stages. usw.
SHAPE-RISK aims at optimising the efficiency of integrated risk management in the context of the sustainable development of the European process industry. The proposal addresses sustainable waste management and hazard reduction in production, storage and manufacturing. The main deliverable of the SHAPE-RISK process will be recommendations to design future cleaner and safer industrial systems. These recommendations will be discussed and endorsed by the Industry. And finally an agenda of actions, approved by Industry, will be done. The goal is to support life-cycle safety and minimisation of accident, pollution and emissions, from the producer of raw materials to the end-product delivered by the industrial installation. In operational terms, SHAPE-RISK aims at structuring a network with the organisations providing technical support to the Authorities in charge of the SEVESO II, IPPC and ATEX directives. This network organised in a Co-ordination Action will interact with the other stakeholders: Industry, the Public, representatives of Communities, International Organisation and NGOs. In 3 years, the result of SHAPE-RISK will be an integrated approach of the different components of risk management and the optimisation of the resources devoted to risk control (environment protection and accident prevention). It will be achieved by enhancing synergy between European, national and regional programmes, and also by taking into account the needs of the pre-accession countries. SHAPE-RISK will result in the dissemination of knowledge and in the specification of research activities to address innovative breakthrough that will serve the construction of safer and cleaner industrial systems. SHAPE-RISK then contributes to the integration and reinforcement of the European Research Area in risk prevention.
This SNF proposal seeks funding for the continuation of the Swiss contribution to the Lake Van Drilling Project executed by the International Continental Scientific Drilling Program (ICDP). Among other previous Swiss ICDP engagements, the Lake Van Drilling project was pivotal in triggering the newly established SNF-supported Swiss membership in ICDP. Further, the SNF Swiss contribution is a central building block of the entire ICDP PaleoVan initiative. Lake Van is the fourth-largest terminal lake in the world, extending 130 km WSW-ENE 1674 m above sea level on a high plateau in eastern Anatolia, Turkey. The lake is surrounded by active volcanoes within a tectonically active area and it is known to accumulate fluids emanating from the Earths mantle. The partly annually-laminated sedimentary record down to 220 m depth recovered from Lake Van during the ICDP PaleoVan drilling operations in 2010 has been shown to be an excellent palaeoclimate and palaeoenvironment archive. The continuous, high-resolution continental sequence, which covers several glacial-interglacial cycles (greater than 500 kyr), represents a unique possibility to investigate in detail the climatic, environmental, and volcanic changes that occurred in the Near East, the cradle of human civilization, during much of the Quaternary Period. Furthermore, the sediments contain an invaluable record of past earthquake activities, allowing the construction of a catalogue of prehistoric earthquakes and making it possible to study fluid transport in the continental crust that was triggered by seismic events. In this context, the societal vulnerability of the area to seismic hazards was dramatically documented by the occurrence of the devastating earthquake of magnitude 7.2 close to the city of Van on 23 October 2011 (hereafter referred to as the VE11 earthquake). This unfortunate and tragic event offers a unique opportunity to calibrate the past seismic events recorded in the sediments of Lake Van and the related emission of fluids from the solid earth to a modern seismic analogue. Sediment and fluid transport triggered by this major seismic event need to be quantified in order to calibrate the sedimentological record, which is targeted by the follow-up field campaign proposed within this project extension. The continuation of the Swiss initiative, embedded in the overarching ICDP drilling project on Lake Van, encompasses all the 5 initial research modules (A-E) of the ongoing SNF project (200021-124981). Within this proposal extension, the extended modules (A*-E*) will focus on key issues and new developments that expand the initial topics, with a special emphasis on the recent major earthquake VE11 and its biogeochemical and sedimentological implications. At the same time, this extension will also allow the results that have already been acquired to be further analysed and written up for publication by the project team. A large number of publications is foreseen. (...)
Ultra-High Performance Fibre Reinforced Concretes (UHPFRC) are characterised by a very low water/binder ratio, high binder content and an optimized fibrous reinforcement. These new building materials provide the structural engineer with an unique combination of extremely low permeability, high strength and tensile strain hardening behaviour in the range of ductile metals (up to 0.2 Prozent at localization) and excellent rheological properties in fresh state. Recent research works with UHPFRC have demonstrated that these materials were perfectly well suited and best adapted for applications in composite UHPFRC-concrete structures. All this however was established for UHPFRC made with pure Portland cements. The rapidly growing interest for the use of these materials for new constructions or improvement of existing structures has triggered major industrial efforts to provide optimized UHPFRC recipes (binders and fibrous mix) from locally available components. More specifically, the optimization of the binders (type and content) and fibrous mix in such recipes would dramatically facilitate the penetration of these products on the market. On another hand, it is well known that the use of blended cements with mineral additions presents significant advantages for usual concretes and more recent ones such as self-compacting concretes,. Among those industrial by-products, Ground Granulated Blast Furnace Slag (GGBFS) appears to be a promising solution for use in UHPFRC, for its widely spread availability and excellent properties in fresh state and at long term as hydraulic binder. The objective of this research is to study UHPFRC mixes with binders containing high dosages of GGBFS, and to determine an appropriate amount of cement replacement by slag which does not compromise the excellent properties of UHPFRC achieved actually with pure Portland cement (high early age strength, low drying shrinkage, moderate autogenous shrinkage, significant viscoelasticity, tensile hardening behaviour and self-healing capacity). The project will involve (1) experimental studies performed on materials at early age and long term (2) theoretical modelling and numerical simulations, for various kinds of UHPFRC recipes with or without blended cements. The results will be directly beneficial to end users in the form of recommendations for the industrial development of 'green' UHPFRC recipes with high amounts of cement replacement by GGBFS. As such, benefits can be expected at three levels: economical, with cheaper UHPFRC materials, ecological with significant reduction of the gas emissions associated with cementitious materials with a high cement dosage, and societal with the emergence of a new family of green Advanced Cementitious Materials, adapted for the improvement of existing structures, in order to reduce dramatically the burden of multiple interventions during their service life, in a sustainable way.
Objective: The Wave Dragon is a slack-moored wave energy converter of the overtopping type. It is by far the most powerful wave energy converter and at the same time one of the most energy efficient and economic devices under development today. Since March 2003 a 20kW scale 1:4.5 prototype of a 7MW Wave Dragon has been tested as the world's first floating grid connected wave energy converter. The project will develop the Wave Dragon technology further from the tested all steel-built 20kW prototype to a full size composite built 7MW unit and by testing validate the technical and economic feasibility. The RTD-part of the project will: - Develop Wave Dragon's energy absorbing structure, the low head turbine power take-off system and the control systems. An additional reservoir placed above the existing reservoir level will also be developed. The result of these changes to the overall design will be a significant increase in power production and a reduction in O&M cost. The development of the 7MW unit will be based on the knowledge base established through the tests with the 20kW prototype and the design process will comprise several innovative elements utilizing the O&M experience from the 20kW prototype tests. - Develop cost effective construction methods and establish the optimal combination of in situ cast concrete, post- stressed reinforcement and pre-stressed concrete elements - Develop new supplementary environmental friendly water hydraulic power take-off systems - Demonstrate reliable and cost effective installation procedures and O&M schemes - Establish the necessary basis for design codes and recommendations for floating multi MW wave energy converters. The test program will demonstrate the availability, power production predictability, power production capability and medium to long term electricity generation costs at 0.052EUR/kWh in a wave climate of 24kW/m, which could be found relatively close to the cost at the major part of the Atlantic coast.
The aim of BioBuild is to use biocomposites to reduce the embodied energy in building facade, supporting structure and internal partition systems by at least 50Prozent over current materials with no increase in cost. This will lead to a step change in the use of sustainable, low carbon construction materials, by replacing aluminium, steel, FRP, brick and concrete in buildings. Facades are widely used in construction, primarily to protect and insulate the internal structure. Internal partitions are used to divide space, carry utilities and provide thermal and acoustic insulation. The current materials used such as aluminium, steel, brick and concrete are energy intensive to produce and have high embodied energy. FRP is an alternative construction material, benefitting from low weight, formability and simple manufacturing, allowing low material content structures and innovative design. However, typical resin and glass fibre are non-renewable, energy intensive to synthesise. Biocomposites overcome these drawbacks, whilst maintaining the benefits, being based on natural fibres and bioresins which have low embodied energy and cost. Biocomposites are renewable and sustainable resin and reinforcement structures. The resins in this project are furan and cashew nut oil based with reinforcing fibres of flax and jute. Bast fibres have lower environmental impacts than glass, concerning climate change and energy but have similar properties. Biocomposites are used commercially in automotive interior parts, but for outdoor applications they can degrade due to moisture absorption and bio-degradation. BioBuild will develop biocomposites and construction products with a life span of 40 years, by protecting the fibres with novel treatments and coatings. The result of the project will be a low cost, lightweight, durable and sustainable biocomposite building system, with full technical and environmental validation, offering low embodied energy construction materials.
NANOINSULATE will develop durable, robust, cost-effective opaque and transparent vacuum insulation panels (VIPs) incorporating new nanotechnology-based core materials (nanofoams, aerogels, aerogel composites) and high-barrier films that are up to four times more energy efficient than current solutions. These new systems will provide product lifetimes in excess of 50 years suitable for a variety of new-build and retrofit building applications. Initial building simulations based on the anticipated final properties of the VIPs indicate reductions in heating demand of up to 74Prozent and CO2 emissions of up to 46Prozent for Madrid, Spain and up to 61Prozent and 55Prozent respectively for Stuttgart, Germany for a building renovation which reduces the U-value of the walls and roof from 2.0 W m-2 K-1 to 0.2 W m-2 K-1. This reduction could be achieved with NANOINSULATE products that are only 25 mm thick, giving a cost-effective renovation without the need of changing all the reveals and ledges. Similarly, significant reductions in U-values of transparent VIPs (3 W m-2 K-1 to 0.5 W m-2 K-1) are shown by substituting double glazed units in existing building stock. Six industrial & four research based partners from seven EU countries will come together to engineer novel solutions capable of being mass produced. Target final manufacturing costs for insulation board (production rates above 5 million m2/year) are less than 7 m-2 for a U-value of 0.2 W m-2 K-1. NANOINSULATE will demonstrate its developments at construction sites across Europe. A Lifecycle Assessment, together with a safety and service-life costing analysis, will be undertaken to prove economic viability. NANOINSULATE demonstrates strong relevance to the objectives and expected impacts of both the specific call text of the Public-Private Partnership Energy-efficient Buildings topic New nanotechnology-based high performance insulation systems for energy efficiency within the 2010 NMP Work Programme and the wider NMP & Energy Thematic Priorities. Prime Contractor: Kingsplan Research and Developments Ltd.; Kingscourt; Irland.
Objective: The proposed project is designed to address the problem of pollution of the environment by road vehicles as denned under the Thematic Priority 1.6.2, Sustainable Surface Transport relating to the Work Programme 'Integrating and strengthening the European Research Area'. The research activities of the consortium will be based around state of the art developments in the area of optical fibre sensor and intelligent instrumentation technology to formulate a system for on line monitoring of exhaust emissions from road vehicles. The application of this technology to resolving the problems of atmospheric pollutants and their regional impacts is therefore highly appropriate to the issue identified in the thematic roadmap i.e. 'New technologies and concepts for all surface transport modes'. The consortium which will execute the research programme comprises six members from four EC member states. They include four academic institutions, an SME and an end user (a major European car manufacturer). Their combined expertise and knowledge of the technological and business issues will facilitate the rapid development of the technology into a demonstratable prototype within the three year lifetime of the project. The project's technical objectives are summarised as follows: -. To set up laboratory based test facilities such that the sensor systems may be characterised in a precisely controlled and reproducible manner. Therefore, individual parameters such as optical absorption and scattering may be studied in isolation as well as collectively.. To isolate and identify the optical signals arising from contaminants present in the complex mixtures of exhaust systems of a wide range of vehicles using advanced and novel optical fibre based spectroscopie interrogation techniques. To develop novel optical fibre sensors which are miniature and robust in their construction and may be fitted...
Objective: SHIVA aims to reduce uncertainties in present and future stratospheric halogen loading and ozone depletion resulting from climate feedbacks between emissions and transport of ozone depleting substances (ODS). Of particular relevance will be studies of short and very short-lived substances (VSLS) with climate-sensitive natural emissions. We will perform field studies of ODS production, emission and transport in understudied, but critical, regions of the tropics using ship, aircraft and ground-based instrumentation. We will parameterize potential climate sensitivities of emissions based on inter-dependencies derived from our own field studies, and surveys of ongoing work in this area. We will study the chemical transformation of ODS during transport from the surface to the tropical tropopause layer (TTL), and in the stratosphere, using a combination of aircraft and balloon observations together with process-oriented meso-scale modelling. These investigations will be corroborated by space-based remote sensing of marine phytoplankton biomass as a possible proxy for the ocean-atmosphere flux of ODS. From this a systematic emission inventory of VSLS ODS will be established to allow construction of future-climate scenarios. The impact of climate-sensitive feedbacks between transport and the delivery of ODS to the stratosphere, and their lifetime within it, will be studied using tracer observations and modelling. Further global modelling will assess the contribution of all ODS, including VSLS (which have hitherto normally been excluded from such models) to past, present and future ozone loss. Here, the sensitivity of natural ODS emissions to climate change parameters will be used in combination with standard IPCC climate model scenarios in order to drive measurement-calibrated chemical transport model (CTM) simulations for present and future stratospheric ozone; to better predict the rate, timing and climate-sensitivity of ozone-layer recovery.
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