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butadienes SO2 , 164, 166 carbene addition to alkene, 164, 166 orbital correlation diagram, 200 stereochemistry, 165 166 Chemiluminescence, 208 Chiral de nition, 1, 8 Chiral auxiliary, 11 Chloride ion (Cl ) e ect on hO , 181 trans e ect, 181 as X: ligand, 176 Chlorine (Cl2 ) complex with ammonia, 82 sigma bond, 77 Chlorine uoride (ClF) complex with ammonia, 82 Chloroethane gas phase SN 2, E2, 144 Chloroform point group of, 5 Chloromalonate carbanion, 281 Chloromethane BDE, 76 Chloromethoxycarbene (:CClOCH3 ), 115 a-Chloro-o-methylacetophenone, 300 m-Chloroperbenzoic acid epoxidation by, 102 N-Chloropyridine, 287 interaction diagram, 287 SHMO, 287 three-electron bond, 286 Chromium pentacarbonyl (Cr(CO)5 ), 177 CI, see Con guration interaction Citric acid, 12 ClF, with ammonia, 260 Coe cients, 229 Component analysis, 167 168 rule for, 168 Con guration, electronic, 205 Con guration interaction (CI), 30 doubly excited con gurations, 240 electronic transition energies, 241 optical rotatory strengths, 241 singly excited con gurations, 241 theory, 239 241 transition dipole, 241 Conrotatory, 165 Constitutional isomers, 8 Constitutionally heterotopc groups, 9 Contraction, 233 Cope rearrangement, 170 171 bullvalene, 170 divinylcyclopropane, 170



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Planning ahead Installing components Cabling up Testing and burn-in Cleaning and closing up





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2 Cast-in items were required on the pier and bridge deck to facilitate the positioning of the launching girder 3 Partial removal of some of the temporary supports to the bridge deck was required to avoid collision with parts of the launching girder 4 The works programme could be derailed if the issue was not resolved in a timely manner, jeopardising the achievement of Key Dates 5 Responsibility for the risk and liability for any unforeseen circumstances regarding the proposed operations needed to be established 6 Associated cost and time liability needed to be established It was therefore the contractor s responsibility to obtain buy-in of the various stakeholders identi ed above to resolve all of the above issues of contention In doing so, the stakeholders were engaged both formally and informally.

Figure 10.4. Oscillation threshold Gth of phase conjugate wave (curves 1 and 3) and its normalized frequency detuning Vt13 (curves 2 and 4) versus transmission coef cient of the 2 2 feedback loop r21 r43 in the phase-reciprocal case, Dw 0 (curves 1 and 2), and nonreciprocal case, Dw p/2 (curves 3 and 4), for a poorly absorbing nonlinear layer (al ! 1).

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The apparent success of the prediction relies heavily on the availability of interfacial momentum transfer relationships. The relationships used in this study were initially developed for pipe flows where one-dimensional approximations have found to be successful. The general applicability of constitutive relationships to multi-dimensional flows was never assured, however, the reasonable correspondence between predictions and experiments give some confidence in the approach. Unfortunately, the correct application of the relationships required prior knowledge of the flow structure (the flow regime map) and at present these conditions could only be accurately obtained from experimental testing .

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For example, the issues regarding the structural stability, partial removal of temporary supports and cast-in items, which were within the domain of the Bridge Contractor, were discussed in the rst instance at their regular monthly interface meeting At this meeting, the Bridge Contractor agreed in principle to check the feasibility of the issues raised and to give its response While the rst three issues, which were technical in nature, were easier to resolve with the Bridge Contractor, the last three, which were contractual, were most problematic In terms of risk and liability regarding damage to the bride deck works, this was covered under an Owner Controlled Insurance Programme (OCIP) taken by the client to cover all the projects within the 76 km highway.

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