Improved design method of horizontal subsurface flow wetland for coping with substrate clogging
A technology of horizontal submerged flow and design method, which is applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc. It can solve the problem that the effect is very different, the low-cost process cannot solve the problem, the symptoms are not cured, etc. problems, to achieve the effect of easy overall replacement
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Embodiment 1
[0032] Depend on Figure 1a , Figure 3a or Figure 3b , Figure 4 As shown, the process flow is Figure 1a As shown, at this time, a new type of fiber filler unit is installed behind the gravel water distribution area of the horizontal subsurface flow wetland, and its length a is preferably 1 / 10 to 1 / 4 of the total length l of the horizontal subsurface flow wetland. It only needs to be separated from the back-end conventional traditional matrix filler 4 (such as gravel, slag, ceramsite, zeolite, etc.). The sewage flows backward in the horizontal direction in the wetland, and flows through the crushed stone water distribution area 1, the new fiber packing unit, and the traditional matrix section in sequence to complete the sewage purification. During the purification process, pollutants and metabolites are most likely to accumulate in the first 1 / 10 to 1 / 4 of the total length l, that is, the new fiber packing unit, and the new fiber packing unit can be removed after runn...
Embodiment 2
[0036] Depend on Figure 1b , Figure 3a or Figure 3b As shown, the process flow is Figure 1b As shown, at this time, a new type of fiber packing unit is installed behind the gravel water distribution area of the horizontal subsurface flow wetland, and a fiber packing unit of the same size is also installed in front of the catchment area. Since the system is covered by permeable flower wall 3( Figure 1b The winning number 3) is divided into 3 series pools. It is suggested that after the system has been in operation for 3 to 4 months, the fiber packing unit I 2 ( Figure 1b The middle mark 2) may accumulate more organic matter (at the inlet end of the system) and cause blockage and lower removal efficiency, while the fiber packing unit II 7 in the outlet pool at the rear end ( Figure 1b The middle mark 7) is located at the end of the system. There is also a crushed stone catchment area 5 near the fiber packing unit II 7. The influent load is relatively low and most of...
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Abstract
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