A method and system for dynamic control of minimum discharge flow of cascade hydropower stations
A control method and cascade power station technology, applied in hydropower stations, hydropower, water conservancy projects, etc., can solve problems such as inaccurate monitoring, achieve the effects of simplifying monitoring methods, reducing excessive discharge of water, and reducing hydrological monitoring elements
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Embodiment 1
[0032] Such as figure 1 As shown, a method for dynamic control of the minimum discharge flow of cascade hydropower stations, the method performs the following steps:
[0033] Step 1: Judging whether the original minimum discharge flow of the water reduction section between the cascade hydropower stations meets the optimal value interval;
[0034] Step 2: Carry out monitoring and analysis of the backwater in the reservoir area with different water levels on the dam, determine the length of the incompletely connected river section corresponding to different water level levels, and the flow or water level of the control section of the river section;
[0035] Step 3: Obtain the connection data and water resource utilization data of the water-reducing river section, and evaluate the control of the current minimum discharge flow according to the obtained data;
[0036] Step 4: Re-determine the control section of the minimum discharge flow scheduling;
[0037] Step 5: Through calcu...
Embodiment 2
[0045] On the basis of the previous embodiment, the step 1: the method of judging whether the original minimum discharge flow of the water-reducing section between the cascade hydropower stations satisfies the optimal value interval performs the following steps: Acquire the data of the water-reducing section formed by the cascade reservoirs , the data of the water-reducing river section at least includes: the ecological water demand, domestic water consumption and environmental water consumption of the water-reducing river section; the domestic water demand, ecological water consumption and environmental water consumption of the river section obtained through the hydraulic method And / or hydrological method to calculate the optimal value interval of the minimum discharge flow, and judge whether the original minimum discharge flow is in the optimal value interval; if not in the optimal value interval, then judge that the original minimum discharge flow is not the optimal value, I...
Embodiment 3
[0048] On the basis of the previous embodiment, said step 2: carry out the monitoring and analysis of the backwater in the reservoir area with different water levels on the dam of the reservoir, determine the length of the incompletely connected river section corresponding to different water level levels, and the flow rate or water level of the control section of the river section The method executes the following steps: According to the current control method, the fluctuation range of the water inflow in the selected interval is within the set threshold range, and the water level change range on the dam of the cascade reservoir is within the set threshold range to monitor the return water of different dam water levels in the reservoir area , determine the position of the backwater end of the reservoir area at different water level levels on the dam, and then determine the length of the incompletely connected river section corresponding to the different water level level and the...
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