Water treatment device and water treatment method based on fluidic microbubble-ozone coupling
A water treatment and ozone technology, applied in the field of water treatment, can solve the problems of low ozone solubility, restricted ozone oxidation application, limited free radical yield, etc.
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[0097] According to a preferred embodiment of the present invention, the jet section 67 includes two or more jet tubes 671 .
[0098] Wherein, the air flow is divided into two or more jets through the jet tube.
[0099] In a further preferred embodiment, the ratio of the inner diameter of the jet tube to the inner diameter of the buffer transition section 66 is (0.03˜0.05):1.
[0100] Among them, the preliminary turbulent air flow is derived by setting a jet tube with a small inner diameter, and the jet velocity is further increased, so that it is easy to achieve a higher Reynolds number (~10 5 ).
[0101]According to a preferred embodiment of the present invention, from the jet tube 671 to the ultimate self-excited pulse segment 68 , the inner diameter of the hollow cavity becomes larger.
[0102] The ratio of the inner diameter of the jet tube 671 to the inner diameter of the ultimate self-excited pulse segment 68 is (0.03˜0.06):1.
[0103] In a further preferred embodime...
experiment example
[0139] Experimental Example 1 Effect of Fluidic Components on the Solubility of Ozone
[0140] (1) Based on the device described in the present invention, the device formed by removing the ultraviolet radiation component and the ultrasonic component in the pool to be treated is the experimental object 1, (2) based on the experimental object 1, the device formed by removing the fluid control component therein The device is the experimental object 2, and the difference between the experimental object 1 and the experimental object 2 is: the experimental object 1 is equipped with a fluid control component, which is aeration of fluid control microbubbles; the experimental object 2 is not equipped with a fluid control component, which is a normal aeration.
[0141] Detect the ozone concentration in the pools of test object 1 and test object 2 to illustrate the influence of fluidic components on the mass transfer efficiency of ozone. The result is as image 3 shown.
[0142] Depend...
experiment example 2
[0147] Experimental Example 2 Removal Effect of Dissolved Organic Matter
[0148] The experimental raw water was taken from the discharge point where the secondary effluent of a sewage treatment plant was discharged to the river, and about 20 L of water samples passed through a 0.45 μm membrane filter (mainly to judge the removal effect of dissolved organic matter) were taken and entered into the device of the present invention for treatment.
[0149]Among them, the percentage of the ozone generator is adjusted to 50%. The ozone generator generates ozone at a flow rate of 1L / min, diverts the gas outlet, and controls the air intake of the subsequent connection to the flow control microbubble generating device to be 0.5-0.6L / min. Pressure 2Bar.
[0150] Ozone gas concentration is tested by iodometric method and it can be seen that the average concentration is 44.64mg / L. The total processing time of the experiment is 30 minutes, and the ozone concentration and water temperature ...
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