Method for in-situ control of phosphorus release from eutrophic water bottom sediment
An in-situ treatment and eutrophication technology, applied in the field of water environmental pollution treatment, can solve the problems such as the inability to effectively control the release of sediment, and achieve the effect of convenient operation, low cost and remarkable effect
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Embodiment 1
[0031] Taking the bottom sediment of Hangzhou West Lake as the treatment object, the comparative experiment was carried out with the compound aeration of ozone and calcium chloride solution and no treatment group.
[0032] Add the bottom mud from the West Lake to an opaque PVC pipe with a height of 120cm and a diameter of 80cm. The height of the mud filling is 30cm, and the height of the overlying water is 50cm to construct a simulated lake bottom mud-overlying water system. An aeration and dosing integrated machine is adopted. The aeration position of the composite aeration head is the bottom mud-overlying water interface. First, ozone is provided by an ozone generator for ozone aeration. The ozone aeration rate is 9g / min, and the aeration time is For 6 hours, then provide calcium chloride solution through the dosing pump, the concentration of calcium chloride solution in the dosing pump is 50g / L, and the application rate is 100mL / m 2 The injection rate of sediment and calciu...
Embodiment 2
[0037] Taking the bottom sediment of Jianhu Lake in Shaoxing as the treatment object, a comparative experiment was carried out with the compound aeration of ozone and calcium chloride solution and no treatment group. Add the bottom mud from Jianhu Lake to an opaque PVC pipe with a height of 120cm and a diameter of 80cm. The height of the mud filling is 30cm, and the height of the overlying water is 50cm to construct a simulated lake bottom mud-overlying water system. An aeration and dosing integrated machine is adopted. The aeration position of the composite aeration head is the bottom mud-overlying water interface. First, ozone is provided by an ozone generator for ozone aeration. The ozone aeration rate is 10g / min, and the aeration time is For 4 hours, then provide calcium chloride solution through the dosing pump, the concentration of calcium chloride solution in the dosing pump is 50g / L, and the application rate is 80mL / m 2 The injection rate of sediment and calcium chlori...
Embodiment 3
[0040] Taking the bottom sediment of Jianhu Lake in Shaoxing as the treatment object, a comparative experiment was carried out with the compound aeration of ozone and calcium chloride solution and no treatment group. Add the bottom mud from Jianhu Lake to an opaque PVC pipe with a height of 120cm and a diameter of 80cm. The height of the mud filling is 30cm, and the height of the overlying water is 50cm to construct a simulated lake bottom mud-overlying water system. An aeration and dosing integrated machine is adopted. The aeration position of the composite aeration head is the bottom mud-overlying water interface. First, ozone is provided by an ozone generator for ozone aeration. The ozone aeration rate is 5g / min, and the aeration time is For 2 hours, then provide calcium chloride solution through the dosing pump, the concentration of calcium chloride solution in the dosing pump is 50g / L, and the application rate is 60mL / m 2 The injection rate of sediment and calcium chlorid...
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