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| For the Pallladian façade this system of proportions was combined with the architectural elements of the Roman temple consisting of a rusticated basement, columns or pilasters, entablature (including the cornice and pediment) and attic. Five types of columns with the superstructure they supported – known as the Five Orders – were used to determine the adornment of the façade (see drawing below). The Five Orders were the Tuscan, Doric, Ionic, Corinthian and Composite and were easily distinguished by the particular carving of the capitals and their individual proportions. The Orders were applied to a building for decorative purposes and also to ‘order’ the design of the facade. The Orders were either applied to the facade or implied by dividing the facade in height according to the divisions of an individual column. Even where the main architectural components of the temple were absent their presence could be implied by the use of certain details. Thus a cornice or even a flat string course was used to suggest the location of the entablature, or a sill band or string course at first floor level could be used to indicate the line of the column base while another above the ground floor windows could be used to indicate the junction between the column pedestal and temple podium. In a three storey high house, for example, the temple composition was implied by the ground floor storey corresponding to the area of the podium while the two stories above fell within the area of the column shaft. For the largest and grandest terraced block the temple formula provided further inspiration for the front. By adding a pediment over the centre the row was given a palace-like front. Now the overall unity of the design was more important than the facades of individual houses. John Wood (1704-5) adopted the palace front for the north side of Queen Square in Bath, started in 1728, and thereafter the pediment was widely used. |
 |
Fig. 8 Slices through three-dimensional ensemble mean (left panels) and variance fields (right panels). The top panels show results obtained with foreground correction, while the bottom panels show results without any foreground correction. As for the power spectrum, we find an excessive large-scale power when foreground corrections are not applied. When the foreground is computed self-consistently, the result is a non-contaminated reconstruction. The variance fields are also affected, as is shown by the notably darker bottom on average compared to the top slice, which indicates higher variance. |
| Open with DEXTER | |
| In the text | |
 | |||
 Train arriving at the Koyambedu Metro Station | |||
| Overview | |||
|---|---|---|---|
| Owner | Chennai Metro Rail Limited (CMRL) #91;1 #93; #91;2 #93; | ||
| Locale | Chennai, Tamil Nadu, India | ||
| Transit type | Rapid Transit | ||
| Number of lines | 2 | ||
| Number of stations | 26 | ||
| Daily ridership | 55,000 #91;3 #93; | ||
| Headquarters | Poonamallee High Road, Koyambedu, Chennai 600107 | ||
| Website |
chennaimetrorail | ||
| Operation | |||
| Began operation | 29 #160;June 2015 | ||
| Operator(s) | Chennai Metro Rail Limited (CMRL) | ||
| Number of vehicles | 42 | ||
| Train length | 86.5 #160;m (284 #160;ft) | ||
| Technical | |||
| System length |
35 #160;km (22 #160;mi) (operational) #91;4 #93; 54.1 #160;km (33.6 #160;mi) (Phase I and Extension) | ||
| Track gauge | 1,435 #160;mm (4 #160;ft #160;8 #160;1 #8260;2 #160;in) standard gauge | ||
| Electrification | 25 kV, 50 Hz AC through overhead catenary | ||
| Top speed | 80 #160;km/h (50 #160;mph) | ||
| |||
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