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Energy conservation. The energy-conservation relation (46.4) (or, equivalently, (15.32)) is due to Sayed and Rupp (1995). It was used by the authors in a series of works, including Rupp and Sayed (1996ab,1997,1998,2000) and Sayed and Rupp (1996,1997,1998), in their studies on the robustness and small gain analysis of adaptive filters. Several of their robustness results are discussed in the problems at the end of this part. The energy arguments of 46 are due to Sayed and Rupp (1994,1996), as well as the Cauchy-Schwartz argument of Sec. 46.1; this latter argument also appears in Sayed &nd Kailath (1994b). An extension of the energy conservation argument of 46 to continuous-time LMS appears in Sayed and Kokotovic (1995). Comparison of RLS and LMS. It is instructive to compare the robustness performance of LMS



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, 601, 609 Gatchel, R, 61, 69, 313, 314, 315, 339, 357 Gatto, N, 56, 72 Gatz, M, 173, 190, 500, 505 Gaulier, B, 329, 336 Gauthier, J G, 256, 258, 264 Gavin, J H, 586, 588 Gavin, L A, 103, 120, 453, 460 Gay, J, 529, 538 Gazes, P C, 495, 506 Gazzaniga, J M, 562 Gebhardt, D L, 572, 587 Gebhart, G F, 399, 411 Geddes, J R, 371, 388 Gee, L, 235, 239 Geenan, R, 178, 180, 187 Geenen, R, 66, 69 Geerlings, S W, 94 Geiger, A M, 388 Geirsson, A, 373, 390 Gelberg, L, 201, 213 Gelderloos, P, 596, 609 Gelernter, J, 158, 164 Gelfand, A N, 397, 402, 413 Gelfand, M D, 397, 402, 413 Geller, P A.

=A1+A2-WEEKDAY(A1)+(A2<WEEKDAY(A1))*7





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and transition probabilities for larger steps can similarly be obtained as the corresponding higher powers of the stochastic matrix P. As an example of a Markov chain, we take X, as the number of occurrences of heads after tossing a coin n times. The initial probability is concentrated at 0, and the stochastic matrix is given by

, 48, 513, 517, 524, 527, 531, 538, 539, 540, 542 Gellert, G A, 282, 288 Gellhorn, E, 112, 116, 373, 386 Gellman, L M, 379, 390 Geltman, E M, 543 Generelli, P, 113, 117 Genest, M, 257, 266, 302, 315 Genoni, M, 541 Gentry, W D, 354, 360 George, J, 334 George, L, 503, 539 George, S, 537.

Figure p].66

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Original version: I am content to be a follower of others. Danish version 1: I am satisfied with being a rank-and-file member of a group. Danish version 2: I am satisfied with being the type of person who is led by others. Item endorsement frequencies: 72% (version 1) and 31% (version 2), respectively Point biserial correlations between item and total scores Version 1 Scale 1: schizoid Scale 3: dependent Scale 7: compulsive Scale S: schizoptypal .04 .12 .10 .03 Version 2 .15 .04 .20 .17

FIGURE 8.21 Use the Warp mode grid to distort your selection; each gridline, grid intersection, and handle can be used by clicking and dragging with your mouse. After a handle has been dragged, new handles appear to let you change the angle of the distortion. Commit Transform Cancel Transform Switch between Free Transform and Warp modes

A large-diameter, shallow water well constructed by manual digging A borehole drilled to test an aquifer by means of pumping tests A borehole drilled to obtain information on the geology/groundwater conditions in a speci c place. (In some cases these are retained and equipped as monitoring wells) A borehole constructed to allow collection of long-term data on variations in groundwater levels or quality. (See also piezometer) A small-diameter monitoring well specially constructed to measure hydraulic head at a speci c depth within a groundwater system. (The screened section in a piezometer is very short compared to that in an ordinary monitoring well) A small-diameter, shallow (typically < 10 m) well, which is suction-pumped in consort with many similar well-points nearby to achieve lowering of the water table in super cial deposits. (Usual applications on construction sites) A small-diameter, shallow well installed by hammering a complete steel tube ( tted with a piezometer-type tip) into the ground A small-diameter, shallow well installed by displacing the soil with a high-pressure jet of water A well which is used for purposes of arti cial recharge, i.e. to inject water into an aquifer

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unknown locations. In the rst iteration, as Figure 14.3(a) shows, the locations of nodes A and C will be determined. Once the location of a device is estimated, its role is changed to a beacon node so as to help determine other devices locations. This is repeated until all host locations are determined (if possible). As Figure 14.3(b) shows, in the second iteration, the location of node B can be determined with the help of nodes A and B, which are now serving as beacons. If the distance or regular estimation is precise, we can show that the order in which each node determines its location and then serves as a beacon node will

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