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81.
Power Technology and Engineering - The article describes the issues of the operation of semiconductor regulators-stabilizers of alternating voltage for distribution networks (PRSPN). The relevance...  相似文献   
82.
Power Technology and Engineering - This article describes a new method for calculating settlers for irrigation systems. The proposed method is based on the results of experimental research and...  相似文献   
83.
Power Technology and Engineering - The paper presents the results of developing a high-speed semiconductor transformer voltage regulator (STVR) intended for a real-time voltage regulation of 0.4 kV...  相似文献   
84.
1.  The upper and lower pools of hydrostation reservoirs do not significantly differ with respect to the main water quality indices, number and biomass of algae, their qualitative composition, degree of viability of cells, and photosynthetic activity.
2.  The noted variations and scatter of the indices are mainly a consequence of a certain heterogeneity of water masses in the surface and bottom horizons of reservoirs. The proportion of dead phytoplankton under the effect of operation of the units at hydrostations do not have a significant effect on its development, since restoration of the stock of phytoplankton occurs rather rapidly in the lower pool.
Translated from Gidrotekhnicheskoe Stroitl'stvo, No. 6, pp. 22–25, June, 1990.  相似文献   
85.
"A bulk of public resources in developing countries is devoted to the subvention of population control and health investments. The effects of these programs have been evaluated in this study with household and community data from Bangladesh. The results suggest that subsidy on family planning and secondary school would be most effective in the achievement of harmonious goals of reducing fertility and mortality and fostering investments in child education."  相似文献   
86.
1.  The side curtains as necessary cutoff elements of the al-Qadisiyah hydro development were made in an optimal design variant, on time, and with a high quality. A considerable technical and economic effect was obtained by eliminating excessive volumes of works specified by the original design as a result of a combined analysis of the data of engineering surveys, investigations of experimental grouting works, and optimization of the grouting technology.
2.  The index of unit cement absorption in the control holes used as the criterion of sufficiency of grouting on the side curtains should be used everywhere where the purpose of grouting works is to detect and eliminate large cavities and fissures.
3.  Grouting works on elimination of karst cavities and large fissures, being in essence infill grouting, require the development of an industrial technology of the works with the use of considerable volumes of grouts (concretes) and use of a large number of machines and mechanisms (concrete plants, mixers, concrete pumps, etc.).
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 45–50, January, 1989.  相似文献   
87.
The use of the main methods of calculating Kc in practice guarantees an accuracy of the calculation within
  相似文献   
88.
1.  Borehole bench marks I–VI practically work just as the settlement marks of the dam and surface cliff bench marks located near the dam. Consequently, with such a scheme of embedding the bench marks it was not possible to fall outside the zone of formation of settlement, and the given borehole bench marks cannot serve as a reliable, independent reference for determining dam settlements.  相似文献   
89.
1.  For a porosity of about 5% the quality indices of APC are at the level of the requirements of the existing specifications P20-85:K F0.85,R 20>3 MPa,R 50>1.2 MPa,K th>2.5–3.
2.  The experiments on the impermeability of APC showed that material with a porosity of 4–5% withstands a water pressure of 0.2–0.3 MPa without its infiltration through the specimens.
3.  The results obtained give grounds to revise the traditional requirements imposed on the residual porosity — not more than 3% — of APC-base structural members. Compaction of asphaltic and asphaltic polymer-impregnated concrete mixes to a residual porosity of 4–5% will make it possible to reduce expenditures on compaction. In this case, variants of compacting mixes to various residual porosities are possible in combination with surface treatment of the material with sealing compositions (for example, with a bitumen-polymer binder) which must be substantiated by technical and economic calculations for the particular conditions of conducting works on constructing watertight facings of hydraulic structures.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 28–30, November, 1988.  相似文献   
90.
The minimum flow requirements in the Svartå River in Sweden are directed at maintaining fishlife and providing suitable dilution for waste flows. The implications of varying the minimum flow requirements in the river are examined using a mixed integer optimisation model. The model is formulated as a modified method-of-weights technique with the economic issues of hydro-electricity generation, irrigation and urban water supply placed in the objective function and the minimum flows specified within the constraint set. The integer component of the model is required to model the operating policy at the major flow regulation facility in the system and the restricted validity of the irrigation permits. Application of the model shows that in dry years where competition between minimum flow levels and the other economic uses, is most intense, the levels achieved by the various economic objectives are only slightly reduced even with significant increases in the minimum flow requirements. Variations in minimum flow requirements of up to 45% only produce changes of 10% or less in the economic objectives. The lack of sensitivity of the objective levels is due primarily to the level of control exerted indirectly on the whole system in dry years by the release regulation policy and the restricted validity of the irrigation permits. In normal to wet years these policies are not as restrictive and more choice is available. In such years, however, there is generally sufficient water to satisfy all requirements and allocation is not a critical issue. The model itself is formulated generally so that a range of scenarios beyond those examined specifically in the paper can be considered.  相似文献   
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