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1.
A. B. Veksler V. F. Fisenko 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1997,31(2):106-110
Conclusions
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 33–36, February, 1997. 相似文献
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. |
2.
S. V. Bova S. B. Neretin A. S. Dolgopolov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1990,24(3):215-219
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. |
3.
V. I. Kolesnikov V. F. Dolgii Yu. N. Zhuravlev 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1990,24(10):647-653
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. |
4.
Kh. Sh. Mustafin 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1997,31(3):171-175
Conclusions
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 29–32, March, 1997. 相似文献
1. | The 40-year experience of operating the Volga hydrostation indicates that as experience was gained in operating the equipment and it was modernized and improved, the design hydropower indices composing the basis of the high cost effectiveness of the station gradually increased and at the current stage of operation exceeded their design values. |
2. | The Volga hydrostation is successfully fulfilling the function of the central, main base of the Russian power grid. |
3. | The design data of the hydropower indices were confirmed by the actual operating results, which indicates correctness of the method of calculating the main parameters of large hydropower plants. |
5.
V. A. Linyuchev 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1989,23(9):527-532
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. |
6.
Mitrofanov A. N. 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1994,28(4):239-242
1. | The design scheme of the 500-kV OEE of the Sayano-Shushenskoe hydrostation has a number of substantial shortcomings reducing the reliability of power output. Reconstruction of the middle network of the existing 4/3 scheme to three networks with two switches per connection is the most optimal variant of reconstruction. Sectioning of the collecting bus systems is necessary for a further increase of the reliability of the scheme. |
2. | In the case of repair works on equipment of small nonstandard switchgear, such as the 500-kV OEE of the Sayano-Shushenskoe hydrostation, it is necessary to use special equipment and mechanisms, the development of which must be recommended to domestic industry. |
7.
Moroz A. Ya. Shatravskii A. I. 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1994,28(4):200-203
1. | The actual state of the outlet works as a whole can be evaluated as positive. |
2. | To provide complete readiness of the outlet works for service regimes and to keep them in good working order, it is necessary to seal the existing damages and subsequently to carry out annual scheduled preventive maintenance. |
3. | Long service of the restored bottom revetment of the stilling basin is possible under conditions of a moderate regime of waste discharges with their uniform distribution over the basin width, shortening of their duration, and reduction of the number of outlets put into operation. |
4. | The restored basin revetment is in need of careful observation of its condition and sealing. |
5. | The use of outlets for reducing the rate of filling the reservoir and especially for providing navigation releases is not permissible. They should be used only if the discharge capacity of the hydrostation units is insufficient for preventing filling of the reservoir during the spring flood above the elevation of the NPL as well as for not exceeding the NPL during passage of the summer-fall freshets with the reservoir filled to the NPL. |
8.
S. M. Dokuchaev E. V. Kurakina E. I. Dubinchik 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(4):201-206
The experience of damming the mountain river Naryn at the site of the Tashkumyr hydrostation under conditions of a narrow rock canyon with an unusually high location of the inlet sill of the water outlet structure in the presence of considerable drops on the embankment, exceeding 10 m, permits making the following conclusions:
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 4, pp. 12–16, April, 1988. 相似文献
1. | Under the confined conditions of a complex mountain relief with a limited length of the damming stretch related to the layout of the structure hampering the organization of additional accesses to the river, the pioneer one-embankment method with dumping of the material into the water primarily from two banks is recommended as the main method for damming the channel of a mountain river. This method requires, in comparison with the two-embankment, smaller expenditures of means and times for preparation and conduction of works on damming and provides a reliable embankment even with unusually large drops. |
2. | When reaching the maximum unit power of the flow in the gap it is quite effective to use an upstream hydro development (hydrostation) for reducing the discharges to minimum values. Temporary disconnection of the hydrostation for reducing the discharges being released and, as a consequence, reducing the volume of damming material and shortening the time of conducting damming works, as a rule, is always justified. |
3. | Prototype investigations established that the method of laboratory investigations of damming in the presence of considerable drops on the embankment, just as for small drops, is completely reliable and allows with sufficient accuracy hydraulic substantiation and selection of a reliable and economical damming method with determination of the quantity of damming material. |
9.
E. P. Brilov É. N. Shpolyanskaya 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1997,31(11):699-702
Conclusions
Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 11, pp. 44–47, November, 1997. 相似文献
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. |
10.
Zhivoderov V. N. Tupikov N. I. 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1994,28(4):243-252
1. | The problem of energy dissipation of the flow remains one of the most important in constructing high-head hydraulic structures with pulsating loads. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
2. | During operation of the world's largest gravity-arch dam of the Sayano-Shushenskoe hydrostation, the energy of the flow being discharged is dissipated by a stilling basin. It was established that the powerful dynamic impulses created in this case originate, among others, from the baffle platform and its foundation. The latter circumstance requires the provision of reliable tightness of the joints between the blocks composing the platform and deep solid transition of the platform with its foundation. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
3. | For the first time in domestic hydrotechnical practice fastening of the platform of the stilling basin by means of advance grouting and prestressed anchors installed to a depth greater than 20 m was mastered on the construction of the Sayano-Shushenskoe dam. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
4. | Works on the manufacture, transport, assembly, tensioning, and testing PSAs were successfully mastered by the Krasnoyarsk enterprise of Gidrospetsstroi. A number of innovations were introduced at the know-how level. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
5. | Passage of the 1992 floodwaters at the elevation of the NPL, after pumping water from the stilling basin, showed the effectiveness of the repair and restoration measures taken, which indicates the correctness of the selected designs, optimal technology, and high quality of the works of Gidrospetsstroi. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
6. |
An analysis of the strengthening works for high-head structures under analogous conditions permits recommending the following measures for designing and constructing a stilling basin:
grouting of the foundation in the region of the stilling basin to a depth of 30–40 m; 相似文献
11.
Aleksandrovskii A. Yu. Litvin N. K. 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(2):81-84
12.
Investigation of problems of constructing the Khudoni arch dam by the continuous conveyor technology
G. I. Chogovadze L. P. Trapeznikov P. V. Chichagua T. N. Rukavishnikova A. D. Chitanava N. N. Shartava 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1990,24(8):497-499
13.
V. A. Stafievskii L. Ya. Romov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1998,32(9):494-497
Conclusions
14.
G. A. Tul'chinskii G. A. Pankratov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(2):120-123
15.
L. B. Ten Yu. G. Bazhanov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1989,23(3):148-152
16.
V. P. Bityukov 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1989,23(10):587-591
17.
A. G. Vasilevskii 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1990,24(3):167-172
18.
V. Ya. Martenson 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1990,24(8):500-503
19.
M. A. Reznikov L. P. Kachalina 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1988,22(8):476-480
20.
V. B. Rodionov B. P. Lysenko V. N. Mukhina V. F. Korchevskii 《Power Technology and Engineering (formerly Hydrotechnical Construction)》1989,23(9):505-509
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