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et al., 2002). Successive groups of these strata were deposited in autochthonous basins that developed on synclines of older greenstones. Episodes of felsic volcanism in these belts accompanied emplacement of the granitoid domes. The degree of metamorphism and the age of the strata gradually decrease away from the deformed margins of the domes and toward the cores of synclines where the greenstones are only weakly deformed. These weakly deformed areas preserve the delicate Archean stromatolites and other evidence of early life (Buick, 2001). The geometry of the synclines between the domes creates a high amplitude ( 15 km), long wavelength (120 km) dome-and-keel structure that developed throughout the entire history of the Eastern Pilbara. The contacts between the granitoid domes and the greenstones in the Eastern Pilbara vary from being intrusive to unconformities, ring faults and high grade shear zones. The shear zones and ring faults are concentric about the domes and generally display steep to subvertical orientations (Figs 11.8, 11.9b,c). Many of these shear zones, including the Mt. Edgar Shear Zone, formed during the period 3.32 3.30 Ga (Van Kranendonk et al., 2007). The central part of the craton contains a 5- to 15-km-wide zone of ductile deformation called the Lalla Rookh Western Shaw structural corridor (Fig. 11.8). This zone formed during a period ( 2.94 Ga) of contraction and is characterized by multiple generations of folds and ductile rock fabrics (Van Kranendonk & Collins, 1998).

Consider, for example, that even a minor change on a small task may require that notices be sent to fteen or twenty project workers affected by the change On a typical large project, thousands of changes are made each year, necessitating the generation of countless pieces of paper, which further requires the creation of a mechanism to make sure that the paper arrives at its intended destination, the establishment of additional procedures for.

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Depth (km)

Problems with Overspeci cation of Requirements Each of the two approaches outlined above has problems associated with it. Let us begin by addressing problems with the rst approach.

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Encryption is for ensuring data confidentiality. For example, when a customer wants to send sensitive payment information to the VBS, encryption can be used to prevent other people from reading it. Figure 7.1 illustrates the basic concept of encryption. Basically, the original message, known as plaintext is passed through an encryption process. The output message is called the ciphertext, which is a scrambled message. The encryption process is controlled by an encryption key. In many encryption algorithms, this is just a binary number. The encryption key governs how the plaintext is converted or transformed into ciphertext [Feghhi et al., 19991. In other words, different encryption keys will produce different output messages. The

Inventory Measurements and Internal Reports / 85

Figure 14-5: Transitioning between one frame of a completed animated advertising banner and another, part one.

When b is sent, an error is made when R < t,which occurs with probability P ( & ~= b ) = P ( R < t) = 1 - P ( R > t) = 1 - Q s The overall probability of error is b-t

Retrieving large volumes of text or BLOB data should be carried out using streams in order to help minimize the impact on RAM usage.

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For a composite wall, instead of combining the transfer functions of individual layers and then inverse-transforming the resultant combined transfer functions, the overall response factors may be found from the response factors of individual layers. Appendix B shows the derivation of the equations for calculating the overall response factors for a wall comprising two layers of homogeneous materials, as shown in Fig. 1.12. Chen and Li (1987) derived the following abbreviated versions of Equations B.16a to B.16c in Appendix B: