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1.
1.  The development of an ATDS should be realized individually for each operating station with consideration of the design characteristics of the units and should be aimed at solving one of the most important problems of increasing the operating reliability of the main equipment and economy of operating the hydrostation.
2.  The deterministic approach to compiling technological diagnostic algorithms makes it possible to use the operating experience gained and to make the diagnosis on the basis of the actual technical state of the units of the hydrostation.
3.  The ATDSs should satisfy the requirements of prompt, integrated, automatic, and dynamic performance (possibility of the modular buildup of problems being solved as a result of developing new diagnostic means and methods).
4.  The proposed development of an ATDS at the unit level should be done with the possible prospects of inclusion in the PCS of the hydrostation.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 43–48, October, 1990.  相似文献   

2.
Conclusions  
1.  Operation of the structures of the Votkinsk hydrostation occurs under condition different from those proposed in the design: there is no backwater from the reservoir of the Lower Kama hydrostation, as a consequence of transformation of the Kama channel the lower pool levels are 1 m below the design levels.
2.  As the experience of operating the Votkinsk hydrostation with considerable daily variations of the load and, accordingly, with considerable fluctuations of the lower pool level shows, the unprotected stretches in the lower pool in the zone of variable levels are subjected to erosion. They have to be protected during operation. The earlier works on revetting the eroded stretches are performed, the smaller the expenditures they require.
3.  At hydrostations operating under conditions analogous to those of the Votkinsk hydrostation it is necessary to conduct hydraulic studies in the lower pool and to measure the flow velocities for the purpose of eliminating erosion as well as for the correct selection of the variant of revetting the downstream stretches.
4.  For further safe operation of the Votkinsk hydrostation it is necessary to carry out in 1996–1998 revetting of the downstream slope of earth dam No. 1 and works on preventing scour behind the toe wall of the apron of the hydrostation in accordance with the design of Lengidroproekt.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 33–36, February, 1997.  相似文献   

3.
Conclusions  
1.  The experience of design works on the hydropower equipment of a hydrostation as large of a large number of suppliers requires a technical coordinator of the works with strict obligations on coordinating the designs of equipment with this coordinator before sending to the customer.
2.  At the stage of preparing the tender documents for complete delivery of hydrostation equipment it is necessary to enlist a design organization for a general assessment of the layout of equipment given in the tender drawings, for preparing alternative variants of the layout, and simplifying the process of final coordination of changes in the contract specifications in the case of winning the tender.
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 3, pp. 52–54, March, 1998.  相似文献   

4.
1.  The relative method of measuring the flow rates of water through a turbine is realized by simple means and provides a sufficient accuracy for the needs of hydrostation operation.
2.  Further works of design organizations, operating services, and manufacturing plants is necessary for increasing the reliability of the entire flow-rate measuring system.
3.  The operating staffs of hydrostations need to be materially encouraged to use the discharge efficiently for producing electricity.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 28–31, September, 1989.  相似文献   

5.
1.  The interaction of surface and subsurface waters increasing streamflow regulation is not taken into account in the practice of designing hydrostations.
2.  The proposed method of taking it into account, realized in the form of a program of calculations with the use of computers, makes it possible to estimate the effect of the indicated factor on any planned hydropower facility.
3.  A preliminary evaluation of taking into account the effect of the interaction of surface and subsurface waters for the example of a hydrostation with a seasonal reservoir made it possible to estimate it with respect to an increase of firm capacity within 0.4–0.9% and with respect to an increase of useful storage of the reservoir within 3–6%. This refinement should be added to the margin of safety of the power indices of the planned hydrostation.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 14–16, February, 1988.  相似文献   

6.
Conclusions  
1.  The presence of a large volume of the sediment load when constructing hydrostation reservoir leads under operating conditions to a change in the parameters and operating indices of the hydrostations in time, which should be evaluated as part of the designs being worked out.
2.  The cost effectiveness of investments in hydrostations depends on consideration of the change in their parameters and operating indices during siltation of the reservoirs. In this case the financial efficiency of investments depends on the indicated factors to a considerably less degree than budgetary efficiency.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 27–30, January, 1990.  相似文献   

7.
Conclusions  
1.  Construction and operation of the Sayano-Shushenskoe hydrostation has not introduced noticeable deviations into the terrestrial and aquatic ecosystems of the region with respect to the most important indices-climate and water quality.
2.  It is necessary to continue monitoring the aquatic and terrestrial ecosystems for accumulating a databank on the effect of the hydropower complex on the environment.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 19–22, September, 1998.  相似文献   

8.
Conclusions  
1.  The hydroabrasive resistance of structural steels does not provide the necessary reliability of turbines operating on sediment-transporting rivers.
2.  Case-hardening of structural steels and resistant protective coating are used for increasing the reliability and life of parts of the flow passage.
3.  During actual service the effectiveness of casehardening decreases by half compared with laboratory tests, which is explained by the insufficient thickness of the protective layer. It is not advisable to use this type of surface protection for turbines with a high intensity of hydroabrasive action, since it is impossible to restore the protective layer under hydrostation conditions.
4.  Two types of protective coatings have the highest priority: protective electrode hard surfacing on a cobalt base, for instance, TsN-2, which while providing a high wear resistance of the surface, E greater than 3, permits making a protective layer of the required thickness 3–5 mm and repairing the flow part of the turbine directly at the hydrostation; synthetic polyurethane-based compositions making it possible to completely cover the runners with a coating thickness of 1.5–2 mm. Destroyed polyurethane coatings can be restored directly at the hydrostation.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 44–47, November, 1997.  相似文献   

9.
1.  At present Gidroproekt has gained considerable experience in calculating the stability and designing rock slopes. In all, the stability of more than 100 slopes at 20 Soviet hydropower facilities has been analyzed during the period since 1970.
2.  Cases of failure of the masses related to errors in design have not been observed at a single one of the designed slopes, which permits concluding the soundness of the method used by the authors for calculating the stability of rock slopes and analyzing the initial information.
3.  The conditions of conducting and the parameters of drilling and blasting operations have a noticeable effect on slope stability and their angles, which indicates the need for the thorough development and rigorous observance of the plans of the drilling and blasting operations.
4.  At a number of hydropower facilities detailed calculations of stability made it possible to eliminate costly engineering measures, as a result of which about 1 million rubles were saved.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 4–8, December, 1989.  相似文献   

10.
1.  During the first years of operation of the turbines of the Ust'-Ilim hydrostation (1974–1979) increased cavitation erosion of the runner blades were noted. Blades with a maximum deviation of the geometry from the design had maximum erosion. Correction of the blade profile with the use of a three-dimensional template markedly reduced the intensity of cavitation erosion.
2.  Tests established that the best operating regimes of the units of the Ust'-Ilim hydrostation with respect to cavitation conditions is the load range 195–215 mW, deviations from which lead to a pronounced increase of cavitation erosion.
3.  A change in the profile of the trailing edges of the runner blades practically completely eliminated cavitation erosion on the rear surface of the blades near the trailing edges.
4.  Tests with hard-facing of the damaged blades by various electrodes showed the possibility of a substantial increase of the cavitation resistance of the hard-faced coating and accordingly an increase of the overhaul period with the use of electrodes of type TsN-22. It is required to organize immediately the production of cavitation-resistant electrodes, which are acutely needed for restoring cavitation damages of turbine runners.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 40–42, February, 1988.  相似文献   

11.
1.  In connection with the historically established economic conditions and existing agreements with neighboring countries, the cascade of Vakhsh hydrostation was designed on the basis of operating conditions in an irrigation regime and cannot provide Tajikistan's own need for power in the winter, the deficit of which is 4 billion kWh/yr. The traditional methods of solving this problem call for the construction of either an irrigation reregulator in the lower course of the river or a hydrostation operating in a power compensator regime in its upper course. Both these variants require vast expenditures of material and financial resources and provide an effect just due to one particular hydro development.
2.  The natural conditions of Tajikistan created the unique possibility of increasing the effectiveness of the combined operation of the Vakhsh cascade by constructing a tunnel conduit and using the runoff of the Pyandzh River in operating the Vakhsh hydrostations. With minimum construction costs the power effect of the cascade in this case increases substantially since it is achieved due to the repeated use of Pyandzh River water at all stations of the cascade and without any detriment for irrigation.
3.  Realization of the proposed project will increase the total power production of the cascade for all hydrostations specified by the scheme depending on the degree of streamflow regulation by the Pyandzh reservoir. The cost effectiveness of the proposed project is an order higher than that of the traditional variants. Even for the stations operating today on the cascade its effect is comparable to the effect of the Nurek hydrostation with respect to all indices. Here the total cost of the tunnel conduit together with the dam is an order lower than the cost of the Nurek hydro development.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 5–12, December, 1995.  相似文献   

12.
1.  The problem of the thermics of hydrostations has recently acquired an acute character from the viewpoint of the effect of the pools of hydrostations on the microclimate of the region and it is in need of a prompt solution, since it can become an obstacle for substantiating the construction of many highly efficient hydrostations in regions with a harsh climate.
2.  Thermal forecasts should be developed at an early stage of designing a hydrostation and should be taken into account when selecting the site of structures, capacity, and operating regime of the hydrostation.
3.  A thorough survey and study of operating hydro developments are needed for developing measures to improve the ecological situation and for using the on-site data when creating standard methodological documents for designing and forecasting.
4.  A purposeful scientific and technical program should be devoted to a study of the effect of the thermies of hydrostations on the environment, which unites the efforts of many organizations of the USSR Ministry of Power and Electrification, Academy of Sciences of the USSR, State Committee on Hydrometeorology and Environmental Monitoring, State Education Committee, etc., and which is presently being formed by VNIIG.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 13–15, March, 1990.  相似文献   

13.
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   

14.
1.  The Zeya dam is in a satisfactory state, but is operating under conditions different from the design assumptions, under the effect of geodynamic forces — natural and induced seismicity with mainly a transverse direction of the earthquake and, probably, creep pressure from the right bank.
2.  The design model of a plane stress state adopted in the design does not correspond to the real conditions of the static behavior of the structure which is in a volume stress state. The presence of dynamic loads requires determination of the dynamic characteristics of the structure and corresponding check calculations.
3.  The geodynamic effect on the SSS of the dam requires improvement of the system of on-site observations and the organization of a geodynamic test area at the Zeya hydrostation in accordance with the decisions of the Ministry of Fuel and Energy of the Russian Federation. Before the creation of this test area the geodynamic effects should be monitored by the available measuring instruments according to the method of OIFZ and VNIIG.
4.  The existing structural members of the deck of the cavities between buttresses require improvement with consideration of their new, antiseismic function, their incorporation into the calculation scheme, and equipping with measuring instruments.
5.  The state of the dam and conditions of its operation require the creation of a mathematical model of the structure with consideration of the results of on-site observations and creation of a data bank for predictive purposes.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 5, pp. 8–15, May, 1995.  相似文献   

15.
Conclusions  
1.  Reservoirs reduce natural fluctuations of river runoff and provide a reliable water and power supply to the population and industry as well as substantially reduce flood losses.
2.  Reservoirs, redistributing the runoff from the wet season to the low-flow period, provide stable winter production at hydrostations and covering of the load curve of the power system during maximum power consumption.
3.  The regulating storage of reservoirs is insufficient for substantial equalization of fluctuations of the annual runoff of rivers and, accordingly, annual production at hydrostations. Thus, the annual runoff of the Volga at the site of the Volgograd hydro development in a dry year of 90% probability is 38% less than the average annual value, and the design total annual production of the Volga-Kama hydrostations of 90% probability is only 20% less than the avarage annual. On the Angara, where the country's largest carryover reservoirs are located, the runoff of a dry year of 90% probability is 30% less than the average annual value, and the design total production of Angara-Yenisei hydrostations of 90% probability is only 11% less than the average annual.
4.  Along with reservoirs, territorial asynchronism of runoff fluctuations have an equalizing effect on total production of hydrostation. The total annual production at Russian hydrostations of 90% probability is only 7% lower than the average annual. However, such equalization of production become real only in the case of uniting regional power systems into a national system with a sufficient capacity of the transmission lines.
Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, pp. 1–6, February, 1997.  相似文献   

16.
1.  With the creation of the Novosibirsk hydro development a water-management complex was formed on its basis, which unites water users and water consumers: hydropower, water transport, irrigation, municipal services, agriculture, forestry, fishery, etc.
2.  During the 30-year period of operation of the hydro development changes have occurred in the natural conditions on the stretch of the Ob River adjacent to the hydro development; the main one of them is deformation of the river channel in the lower pool of the hydrostation, which was the cause of the occurrence of a considerable shortage of water resources in years with a low runoff of the river.
3.  To increase the effectiveness of using water resources of the Novosibirsk reservoir, organizational and technical measures on providing the normal activities of the WMC under conditions of a shortage of water resources have partially been and will be carried out in the near future.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 1, pp. 18–22, January, 1988.  相似文献   

17.
Conclusions  
1.  The off-design operating regime of the Chirkey hydrostation with difficulties in producing electricity and with long periods of high upper pool levels under conditions of seismic activity negatively affects the reliability of the surrounding rock mass and should be brought into correspondence with the design.
2.  Long and nonuniform operation of the Chirkey hydrostation outlet in 1997 showed sufficient reliability and efficiency of the structures, but activated negative processes in the surrounding rocks masses. The rupture of two rock bolts supporting the unstable mass on the left bank and increase of the rate of settlement of the left wall of the canyon are a warning signal. This requires a thorough examination of all support members and development of outlet operating rules.
3.  The consequences of the operation of the outlet for the reliability and stress-strain state of the dam sould be specially and comprehensively studied and analyzed. It is urgently required to determine the forces in the rock bolts supporting the unstable mass, to determine the magnitude and places of maximum stresses in the dam, and to monitor the rate of movement of the left-bank slope.
4.  It is urgently necessary to organize appropriate seismometric monitoring on the dam and to obtain daily (weekly) bulletins of the Dubka seismic station and periodic reports of the OMP DNTs on the seismological situation in the region.
5.  Before organizing seismometric monitoring on the dam or geodynamic test area of the Center of the Geodynamic Observation Service in the Electric Power Industry, it is necessary to use the earthquake prediction method of the Joint Institute of Physics of the Earth with the help of the dam's existing measuring systems. For this purpose it is advisable to automate the reversed plump lines by the “Sibgeoinform” or DIGéS (Diagnosis of Hydraulic, Power, and Other Essential Structures) method and to increase the accuracy and frequency of seepage observation.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 6–10, July, 1998.  相似文献   

18.
1.  The arch dam of the Khudoni hydrostation can be constructed by the continuous conveyor technology as enlarged blocks.
2.  The rate of concreting the dam for the proposed dimensions of the blocks and times of covering them can reach 200–250 m3/h.
3.  To attain the indicated rate of concreting, it is necessary to construct near the dam site a new concrete plant with facilities for cooling or heating the concrete mix.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 13–14, August, 1990.  相似文献   

19.
1.  The fluvial processes in the Ob River downstream of the hydro development, which markedly changed after damming the river and creation of the reservoir during the first decade of operation of the hydrostation, were expressed in the natural process of deep erosion of the channel, which had a diminishing character.
2.  Starting with the second half of the 1960s, quarrying in the Ob channel on the 30-km stretch of the lower pool adjacent to the hydrostation began to have a substantial effect on the natural process of transformation of the channel due to streamflow regulation and retention of sediments by the reservoir.
3.  During the period between 1966 and 1984 more than 40 million m3 of sand-gravel mixture was removed from the river channel and floodplain in the indicated stretch, as a result of which the decrease of levels relative to the normal, natural values at the site of the Novosibirsk gauging station was 0.9–1.0 m.
4.  A decrease of the levels downstream led to a deficit of water resources of the reservoir in dry years and, as a consequence, to worsening of the operating conditions of the majority of participants of the Novosibirsk water-management complex.
5.  After some stabilization of the position of the levels in the river in 1984–1986, the decrease, slump, of the levels in the stretch passing through the city subsequently resumed beginning in 1987–1988. The rating curve for the Novosibirsk gauging station in 1988 shifted downward from the analogous 1986 curve along the height axis by 15–20 cm.
6.  The priority task facing water users and consumers of Novosibirsk is the fastest possible realization of the recommendations of MGU, VNIIG, and ZapSibRNIGMI on partial restoration of the water levels in the stretch between the hydrostation and Novosibirsk city by constructing embankments damming nonnavigable branches and converting the Ob channel here at low-water discharges (less than 2000 cm3/sec) into a single-branch channel.
7.  For a radical solution of the problem of reliable provision of water consumers of Novosibirsk, it is necessary to reconstruct all intakes located downstream of the hydro development.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 25–28, October, 1989.  相似文献   

20.
1.  Small hydrostations under high-mountain conditions should operate with trash racks, devices should be provided for their cleaning from trash and shuga, as well as shuga-deflectors into the diversion canal.
2.  To reduce abrasion of the turbine equipment, it is necessary to provide operation of the suspended-particle settling basins.
3.  Specifications on the assembly of bearings and movable couplings should be developed for conducting maintenance works.
4.  During restoration works the profile of the runner blades should be made strictly according to the template in conformity with the plant drawings.
5.  Extremely necessary is the equipping of hydrostation with means for monitoring the technial parameters (bearing temperature, water pressure in the passage, wobble of the shafting, etc.), observation of the changes in which will make it possible to carry out in good time preventive maintenance and to reduce the probability of occurrence of breakdown.
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 43–45, March, 1990.  相似文献   

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