Operating method for air diffusion apparatus
An operation method and air device technology, which is applied in the field of air diffuser, can solve the problems of blocking air diffuser holes, not easy to peel off sludge, heavy load, etc., and achieve the effect of preventing drying and consolidation
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Embodiment 1
[0152] exist figure 1 Water treatment is carried out in the sewage treatment plant of the structure.
[0153] As the membrane module 13 for solid-liquid separation, SteraporeSADF (trade name, manufactured by Mitsubishi Rayon Engineering Co., Ltd., hollow fiber membrane made of polyvinylidene fluoride) was used. The activated sludge 11 of the water to be treated adopts activated sludge with an MLSS concentration of about 9500mg / L.
[0154] What diffuser pipe 21 uses is inner diameter d 1 200mm (0.02m) and a length of 650mm vinyl chloride resin round pipes are formed at equal intervals on the vertical upper part of the diffuser pipe 21 (the vertical line intersecting the axis of the diffuser pipe) with a diameter of φ5mm (0.005m). ) of the diffuser holes 23. The gradient of the axial direction of the diffuser pipe is within 1 / 100. In addition, in figure 1 Although there are six diffuser holes 23 shown in the figure, in the first embodiment, five holes are formed.
[0155] ...
Embodiment 2
[0162] A water treatment test was implemented under the same conditions as in Example 1 except that thirteen air diffusion holes 23 having a diameter of φ4 mm (0.004 m) were formed.
[0163] Using the above values, the pressure head ΔH in the pipe calculated by the formula (I) is 6mm (0.006m), which is the inner diameter d of the diffuser pipe 21 1 The value of 0.6 times of is within the preferred range of the present invention.
[0164] As a result of the water treatment test continued for 30 days, it was confirmed that all the 13 diffuser holes 23 on the diffuser pipe 21 were not blocked by the activated sludge 11 .
[0165] Although a little sludge adhered to the inner wall of the diffuser pipe 21 , it was confirmed that the sludge inlet and outlet holes 24 were not blocked by the activated sludge 11 .
[0166] In addition, during the test period of 30 days, it was confirmed that the activated sludge 11 did not adhere to the membrane module 13 for solid-liquid separation, ...
Embodiment 3
[0168] Except that the flow rate Q of the diffused gas supplied to each diffused tube is 50L / min (8.3×10 -4 m 3 / sec), all the water treatment tests were implemented under the same conditions as in Example 1.
[0169] Using the above values, the pressure head ΔH in the pipe calculated by the formula (I) is 12mm (0.012m), which is the inner diameter d of the diffuser pipe 21 1 The value of 0.6 times of is within the preferred range of the present invention.
[0170] As a result of the 30-day water treatment test, it was confirmed that the five diffuser holes 23 on the diffuser pipe 21 were not blocked by the activated sludge 11 , and the sludge inlet and outlet holes 24 were also confirmed not to be blocked by the activated sludge 11 . In addition, during the test period of 30 days, it was confirmed that the activated sludge 11 did not adhere to the membrane module 13 for solid-liquid separation, and stable membrane filtration could be continued.
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Abstract
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