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Dispatching for the Reservoir of the Power Plant [31] |
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1.1 | Characteristics and Basic Parameters of Reservoir |
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1.1.1 | The regulating characteristic of the Power Plant’s reservoir is: runoff reservoir/ daily regulating reservoir/ weekly regulating reservoir/ seasonal regulating reservoir/ annual regulating reservoir/ multi-year regulating reservoir. |
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1.1.2 | Basic Parameters |
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| (1) | Control drainage area: 58.2 square kilometers (km2). |
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| (2) | Normal storage level and corresponding reservoir capacity: 803.5m, 6,950,000 cubic meters (m3). |
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| (3) | Dead water level and corresponding reservoir capacity: 772m, 670,000 cubic meters (m3). |
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| (4) | Designed flood level and corresponding reservoir capacity: 804.75m, 8,069,300 cubic meters (m3). |
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| (5) | Check flood level and corresponding reservoir capacity: ___m, ___ cubic meters (m3). |
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| (6) | Top level of flood control: ___m. |
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| (7) | Beginning water level in flood season: ___m. |
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1.1.3 | Reservoir Capacity |
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| (1) | Total reservoir capacity: 8,450,000 cubic meters (m3). |
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| (2) | Flood control capacity: ____ cubic meters (m3). |
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| (3) | Usable storage: _____cubic meters (m3). |
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| (4) | Other parameters: ____________. |
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1.1.4 | Flow |
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| (1) | Designed Flood: ______ cubic meters/s (m3/s). |
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| (2) | Check Flood: ______ cubic meters/s (m3/s). |
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| (3) | Designed Maximum Discharged Flow: ______ cubic meters/s (m3/s). |
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| (4) | Designed Minimum Discharged Flow: ______ cubic meters/s (m3/s). |
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| (5) | Maximum Power Generation Flow: _____cubic meters/s (m3/s). |
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1.1.5 | Reservoir water level variation range during the power generation period is: 803 m to 772 m. |
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1.2 | Reservoir Dispatching Range |
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| The specific dispatching range shall be determined by both Parties hereto according to the actual conditions of the Power Plant operation and the reservoir. |
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1.3 | Principles of Reservoir Dispatching |
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| (1) | According to relevant laws and regulations and the reservoir dispatching codes, carrying out proper dispatching of the reservoir and ensuring the safe operation of the reservoir. |
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| (2) | Carrying out dispatching in strict accordance with the project designed flood control principle, ensuring the safety of the complex project and meeting the upstream and downstream flood control standards. |
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| (3) | Making full use of water resources and developing the comprehensive utilization effect of the reservoir. |
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1.4 | Basic Requirements for Reservoir Dispatching |
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| (1) | Party B shall provide the design documents, operation statistic data and operation summary of the Power Plant according to the requirements of Party A. |
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| (2) | The Power Plant shall provide the annual scheme for passing the flood season to the Power Dispatching Agency before April 20 of each year, pay close attention to the meteorological changes in the drainage area during the flood season, timely provide the water conditions and relevant conditions concerning flood control, and make proper short-term flood prediction. In case of material flood or disastrous climate, Party B shall notify Party A in a timely manner. |
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| (3) | Party B shall transmit real time operation information of the reservoir and the units according to the requirements of Party A. |