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Fossil energy sources are still going to be used during the transition period. Therefore, it will be necessary to deploy CO2 capture and storage (CCS) technologies on a large scale, especially with respect to the strong impact upon the environment of coal- red power plants. Climate change requires urgent actions. Unfortunately, the decrease of the share of fossil fuels in the world energy supply will not be rapid enough to reduce CO2 emissions to the required level by 2050. For keeping the right overall balance, it will be necessary to capture and store at least a fraction of the CO2 released by fossil fuels. In order to avoid emitting into the atmosphere the CO2 produced by combustion, different means can be considered: Producing biomass through a photosynthesis process, xing the carbon and releasing oxygen into the atmosphere. Natural biomass reservoirs are called carbon sinks. In order to capture CO2 and reduce its content in the atmosphere, it is necessary to grow additional quantities of biomass. Storing CO2 deep underground: such a geological storage is the main option considered presently. Storing CO2 in oceans: the risks which might result from such ocean storage (ocean acidi cation) are often considered too high to select such an option.

Algorithm 39.4 (Stabilized FTF) Consider the same setting as Alg. 39.1 with same initial conditions. Choose combination coefFicients ( 7 1 , 72, T S } , for instance, as in (39.12), and repeat for i 0 :

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Coaxial cable is often used in very -high-freq uency systems. For example, it is commonly used for signal transmission with cable television. In these systems resistance matchin g, th e kind we use for maximum power transfer, is critical. In the laboratory, a common apparatus used in high-frequency research and development is the atten uator pad. The attenuator pad is basically a voltage divider, but the eq ui valent resistance at both its input ports is careful ly designed for resistance matching. Given the network in Fig. 5.55 in wh ich a source, mod ~ eled by Vs and Rs (50 0), drives an attenuator pad, which is connected to an equivalent load.

8.3 Hydro-geohazards induced by human activities 8.3.1 Introduction: making matters worse The physical processes which give rise to natural hydro-geohazards are also implicated in the triggering of analogous hazards by human activities (Cripps et al. 1986; Maund and Eddleston 1998). All of the hazards discussed below can be viewed simply in terms of human activities unwittingly exacerbating the destructive potential of natural processes. To that extent, we are still dealing with natural disasters, for which the immediate triggering is the (usually inadvertent) introduction of imbalances in natural hydrogeological systems by careless excavation or water management. Mining and some of the larger civil engineering projects occur at a suf ciently large scale to physically disrupt groundwater systems. Degradation of groundwater quality arises from a wide range of agricultural and industrial activities. 8.3.2 Triggering landslides by careless groundwater management Failure to take account of the hydrogeological conditions relating to manmade embankments (formed either by excavation or construction) can lead to catastrophic failures. As we saw in Section 8.2.1, the immediate cause of landsliding is the build-up of excessive pore water pressures within the slope materials. Where embankments are formed by excavation, if the natural water table lies above the base of the embankment, then excessive pore water pressures are likely to develop in at least part of the excavated slope. The risk of landsliding can be reduced by digging the slopes back to a shallower angle, though often this cannot be done due to limitations of space. Alternatively, groundwater heads behind the slope can be arti cially lowered by installing low-angle boreholes ( relief wells ) to intersect the saturated zone; these will drain water to surface by gravity alone (Section 11.3.2). Where embankments are constructed (by loose-tipping or more orderly piling of soils), two aspects of

The scalar cost on the left is the trace of the matrix cost on the right. The resulting minimum mean-square errors, as defined by (3.4) and (3.22), are given by

If you ask a colleague to comment on a document, you can bypass the e-mail, shared, and browser-based reviews by having a reviewer export comments and e-mail the exported file to you. When you export comments from a PDF document, the data are exported as an FDF or XFDF file. The data file results in much smaller file sizes than PDF documents and can easily be imported back into the original PDF or copy of the original PDF document. To export comments from a PDF document, choose Comments Export Comments. Three menu commands exist for exporting comments. Choose Comments Export Comments to Word to export the comments directly to a Microsoft Word document. Choose Export Comments to AutoCAD to export comments directly to an AutoCAD .dwg file. The third option is Export Comments to a Data File. When you choose

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