DC sending-end hydropower station optimal scheduling method compatible with receiving-end power grid peak regulation requirements
A receiving-end power grid and optimal dispatching technology, applied in the field of energy and electric power, can solve the problems that nonlinear programming methods cannot consider the start and stop status of units, difficulties, and difficulty in obtaining dual equations
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Embodiment 1
[0115] Example 1. Objective function
[0116] When formulating the power transmission plan for its direct transmission-end hydropower station, while ensuring the safe and stable operation of the power station, the load characteristics of the receiving-end power grid in the eastern region should be taken into consideration to help alleviate the peak-shaving pressure of the power grid in these regions and increase the consumption of clean energy in the grid. Accept the space. At present, the most commonly used peak shaving targets are the minimum maximum entropy aggregation function value and the minimum mean square error of the residual load of the grid, but both are difficult to linearize. Considering that the main measure of hydropower peak shaving is to generate more electricity at peak load and less or no electricity at load trough, this model adopts the minimum net load peak-valley difference of each receiving end as the goal, which is expressed as follows:
[0117]
[0118] C...
Embodiment 2
[0129] Example 2. Constraints
[0130] (1) Water balance restriction
[0131]
[0132] Where: V t Is the storage capacity of the reservoir at the end of period t (m 3 ); I t Is the inflow of the reservoir in t period (m 3 / s); S t Indicates the abandoned water flow of the power station during t period (m 3 / s); Δt is the time step (h); Q t Is the generation flow of the power station during t period (m 3 / s); I and i are the total number and unit number of the hydropower station, respectively; q i,t Is the generation flow of unit i during t period (m 3 / s).
[0133] (2) Water level restriction
[0134] Z min ≤Z t ≤Z max (8)
[0135]
[0136] Where: Z t Indicates the water level in front of the dam of the reservoir at the end of period t (m); Z max ,Z min They are the highest and lowest water level in front of the dam (m); Z begin Is the actual water level of the reservoir at the beginning of the operation period (m); Z end It is the target control water level at the end of the sc...
Embodiment 3
[0203] Example 3. Example analysis
[0204] In order to verify the effectiveness of the on-demand model construction method proposed in the present invention, the model was applied to the formulation of a short-term power generation plan of Xiluodu Hydropower Station on a certain day during the dry season. The Xiluodu Hydropower Station is a giant water conservancy project located in the lower reaches of the Jinsha River in my country. The regulation performance of the reservoir is annual regulation, including 18 units and a total installed capacity of 12.6 million kW. According to the current dispatching plan, the 9 units on the left bank are dispatched by the National Electric Power Dispatching Center and sent directly to Zhejiang Power Grid through the ±800kV UHV DC link line, while the 9 units on the right bank are dispatched by the China Southern Power Grid Dispatching Center and delivered via the ±500kV UHV link line. Guangdong power grid transmission. The main operating p...
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