River multistage dam system key parameter acquisition method
A technology of key parameters and acquisition methods, applied in general water supply conservation, electrical digital data processing, special data processing applications, etc., can solve water pollution and other problems, achieve the effect of ensuring continuity, increasing the time of degradation and absorption, and promoting settlement
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Embodiment 1
figure 1 For the flow chart of the method for obtaining the key parameters of the river multi-level dam system according to the present invention, the following will refer to figure 1 , the method for obtaining key parameters of the river multi-level dam system of the present invention is described in detail.
[0022] First, in step 101, a biogeochemical budget model and a pollutant output coefficient model of the pollutants in the watershed are constructed.
[0023] In the embodiment of the present invention, the source small watershed of the drinking water source is selected as the research area, and an independent non-point source pollution model is constructed, including the biogeochemical budget model and the pollutant output coefficient model of the watershed pollutants. Nitrogen and phosphorus budgets in small watersheds include input sources of nitrogen and phosphorus in the watershed (including fertilizer input, atmospheric deposition, nitrogen fixation by crops, and ...
Embodiment 2
[0034] According to the local river rainfall, the maximum daily water volume of the river is obtained, and the key parameters of the multi-level dam system are obtained, that is, the absorption rate of pollutants, the flow velocity of the river, and the residence time.
[0035] Combined with the retention formula, and , to obtain the nutrient retention rate of the river. By changing the hydraulic parameters of the river, such as retention time, we can set the control length and height of the dam according to the expected retention effect.
[0036] According to the formula And set the dam series based on the hydrological conditions of different rivers.
[0037] 1. Test point selection:
[0038] 2. Test results:
[0039] According to the relationship between the interception rate and hydraulic parameters, a 5-level dam was set up in one of the source rivers in the basin. As shown in Table 1, the height of the 5th-level effective dam in this pilot is set to 0.25-1.0m. T...
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