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Constructive Method

The preceding discussion has shown how unlabeled structures, described as orbits of finite groups on finite sets, can be counted. What is still missing is a construction of unlabeled structures. In order to prepare it, we introduce further notions and examples of group actions  [Pg.47]

36 Definition (Cosets and double cosets) Consider a group G together with a subgroup A G. Then we have the following actions of A on G, from the left and from the right, respectively  [Pg.47]

Correspondingly, there is G x A G g,a) ga, an action of A on G from the right. In this case, the orbit of is the left coset [Pg.48]

Let B Gbe a further subgroup of G. We consider the direct product of A and B, defined by [Pg.48]

The crucial fact is that orbits are bijective to sets of cosets, i.e. we can replace the orbits by sets with an additional algebraic structure. This will be very helpful for the construction  [Pg.48]


Impeller construction for the cover-disk style impeller historically has been by built-up construction and welding. The traditional method uses die formed blades (see Figure 5-34). More recently, with the increased use of 5-axis milling, blades have been milled integrally with the hub disk. This alternate construction method is somewhat more costly because of the machining but produces a more accurate and repeatable gas path, which offsets the added expense (see Figure 5-35). Cover disks arc w ddcd to the blades to complete the milled impeller. Physical prop-... [Pg.195]

When the disc construction method is used, the blades are attached by a single-lobe dovetail root design. The slots are broached into the rotor and the blade roots fitted into the slots and keyed in place. Figure 6-10 shows a biaded disc type rotor. [Pg.249]

Shafting takes on several forms to match the various rotor construction methods. Obviously, for the solid rotor, the shaft is a part of the overall rotor. For the shrunk-on discs, the shaft is a continuous member, carrying the discs in the center section. Concentricity of all turns and good control on the roundness of the shaft are critical, if a balanced, smooth running compressor is to result. [Pg.250]

Alternatively, the closed-loop frequency response can be obtained from a Nyquist diagram using the direct construction method shown in Figure 6.25. From equation (6.73)... [Pg.174]

Fig. 6.25 Closed-loop frequency response from Nyquist diagram using the direct construction method. Fig. 6.25 Closed-loop frequency response from Nyquist diagram using the direct construction method.
The innovative features, such as passive, gravity-driven ECCS, simplified RCS, digital I C, optimized plant arrangement, and modular construction methods, characterize the AP600 design. These changes result in fewer systems, equipment, operations, inspections, maintenance, and QA requirements (Table 6.1-7). Features of the AP-6(K) are as follows ... [Pg.214]

CANDU-9 is the next generation of CANDUs. It is a larger version of the CANDU producing 870 MWe, the CANDU-9 to complement the mid-size CANDU-6 with updated proven technology, a modified CANDU-6 station layout, improved construction methods and operational features. Standardization, a feature of CANDU reactors, is emphasized in CANDU-9 in the key components (steam generators, coolant pumps, pressure tubes, etc.) being the same design as those proven in service at CANDU power stations. [Pg.407]

Also, we consider the total approximation method as a constructive method for creating economical difference schemes for the multidimensional equations of mathematical physics. The notion of additive scheme is introduced as a system of operator difference equations that approximates the original differential equation in the total sense. Two quite general heuristic methods (proposed earlier by the author) for obtaining additive economical schemes are discussed in full details. The additive schemes require a new technique for investigating convergence and a new type of a priori estimates that take into account the definition of the property of approximation. [Pg.783]

Overall, it is not possible to evaluate whether any of these factors have compromised the data included in published studies. More research is required to determine how U-and Th-series nuclides are affected by various well construction methods and sampling procedures, how reliable are data from wells not designed fro trace element monitoring, and if there are any factors that have affected the data collected from past studies. Most importantly, radionuclide studies must incorporate greater awareness of the potential problems, summarize whatever details are available regarding the wells used, and consider potential problems where the relevant information is not available. [Pg.354]

Figure 13.41. Typical construction methods for welded jackets... Figure 13.41. Typical construction methods for welded jackets...
Reduced Life Cycle Impact of structures on the environment, especially by Choices of Materials (e.g., depending on local availability and forest management practices wood can be a versatile, sustainable alternative) and Construction Methods that Minimize the Production of GHGs —Construction Waste Management including Recycling and Reuse. [Pg.65]

Selection from existing or innovative Construction Methods, Schedules and Designs to Adapt projects to the Latest Understanding of the Changing Risks due to Climate at each individual site (e.g., the passive damping system at the Taipei Financial Center). [Pg.66]

A detailed discussion of the technical aspects of industrial-waste injection-well construction can be found in Warner and Lehr.6 U.S. EPA20 also presents a survey of well construction methods and materials used for 229 hazardous waste injection wells. Two types of injection well completions are used with hazardous waste injection wells ... [Pg.789]

Depending on the material type and construction method, the saturated hydraulic conductivities for these barrier layers are typically between 1 x 10-5 and 1 x 10-9 cm/s. In addition, conventional cover systems generally include additional layers, such as surface layers to prevent erosion protection layers to minimize freeze/thaw damage internal drainage layers and gas collection layers.6 22... [Pg.1060]

Physical property tests on geotextiles and geonets must be designed to assess different uses, weights, and thicknesses of these materials, as well as construction methods used in the field. Some tests for geonets and geotextiles recommended by U.S. EPA are listed in Table 26.8. [Pg.1147]

The general inferiority of geometrical construction methods [162,163] as compared to more involved methods which consider polydispersity has first been demonstrated by Santa Cruz et al. [130], and later in many model calculations by Crist [ 165-167]. Nevertheless, in particular the first-zero method is frequently used. Thus, it appears important to assess its advantages as well as its limits. Validation can be carried out by graphical evaluation of model correlation functions [130,165],... [Pg.161]

Despite their similarities, the pyramids of Egypt and Mesoamerica seem to be unrelated because of distinct differences in the time of construction as well as their design and function. Historians have discovered that the construction of the pyramids in Egypt and Mesoamerica are separated by over 2,000 years. The Egyptians used only cut stone quarried many miles away from the pyramid sites—a construction method that enabled them to construct sturdy buildings that could withstand the test of time. [Pg.126]

An extension of the atom construction method allows adding groups or predefined templates rather than just atoms. Chemlab... [Pg.136]


See other pages where Constructive Method is mentioned: [Pg.714]    [Pg.683]    [Pg.980]    [Pg.1011]    [Pg.1012]    [Pg.281]    [Pg.28]    [Pg.51]    [Pg.53]    [Pg.485]    [Pg.690]    [Pg.212]    [Pg.18]    [Pg.376]    [Pg.796]    [Pg.128]    [Pg.131]    [Pg.1062]    [Pg.1274]    [Pg.410]    [Pg.422]    [Pg.160]    [Pg.238]    [Pg.127]    [Pg.176]    [Pg.75]    [Pg.73]    [Pg.413]   


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Direct construction method

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