System and method for ecological management and reutilization of riverway water resources
A technology for ecological management and water resources, applied in water/sewage treatment, chemical instruments and methods, biological water/sewage treatment, etc. Difficult to achieve reuse and other problems, to achieve stable and effective purification capacity and ability to remove pollutants, long-term purification capacity and ability to remove pollutants, and improve treatment capacity and pollutant removal rate.
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Embodiment 1
[0038] The system of the ecological management and reuse of river channel water resources in this embodiment, such as Figure 1-3 As shown, including vertical subsurface flow wetland 1 and horizontal subsurface flow wetland 2 in series;
[0039] The vertical subsurface flow wetland 1 includes a first vegetation layer 11, a microbial layer 12, an upper isolation layer 13, a filter material layer 14, a lower isolation layer 15 and a first water-permeable layer 16 arranged sequentially from top to bottom, and the bottom and surroundings are An anti-seepage layer 19; a waterproof partition 17 is arranged in the vertical direction in the middle, and the vertical subsurface wetland 1 is divided into a left undercurrent wetland 3 and a right undercurrent wetland 4 connected by the first permeable layer 16 at the bottom through the permeable holes 18; the left undercurrent wetland 3 The side away from the waterproof partition 17 is provided with a left water inlet 5, and the other sid...
Embodiment 2
[0055] Embodiment 2 and embodiment 3 adopt the method for ecological management and reuse of river course water resources of respective systems, and the specific operation method is the same as embodiment 1.
[0056]Establish the experimental device of the system of the river channel water resources ecological management and reuse of embodiment 1, the wetland plant used is canna (periodically harvested), and carry out the experimental operation according to the method of the river channel water resources ecological management and reuse of embodiment 1. The specific parameters are shown in Table 2. The design treatment water volume is 15L / h, and the hydraulic load is 0.5m 3 / (m 2 h), the hydraulic retention time is 42h; the influent is a certain river course water in the suburbs of the city (before entering the system, it is simply filtered, and is lifted into the system with a pump), and the pH value is 6.8-7.8. It should be fresh sediment from the river.
[0057] Table 2 Ex...
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