2results about How to "Improve nitrification capacity" patented technology

The present disclosure discloses an efficient AOA coupled anammox sewage treatment method and system based on BFM form, relating to the field of sewage treatment technology. The method includes: the sewage to be treated enters the anaerobic zone and then enters the carbon migration zone; the supernatant obtained in the carbon migration zone enters the aerobic pure film MBBR zone, the sludge obtained is discharged from the bottom of the carbon migration zone, and then transported to the selection zone through a pipeline connected to a sludge bypass pump. The effluent from the aerobic pure film MBBR zone enters the selection zone, anoxic IFAS zone, and secondary sedimentation zone in sequence. The method of the present disclosure achieves the operation status of pure film MBBR in the aerobic zone by setting the carbon migration zone, avoiding the problem of carbon loss of activated sludge in the aerobic zone. In addition, adding suspended carriers to collect anammox bacteria in the anoxic IFAS zone can reduce the dependence of denitrification on the carbon source of the raw water, and achieve high standard discharge of effluent nitrogen. The system HRT is reduced by more than 40% compared to the traditional activated sludge method, and the minimum HRT is less than 10 hours.

This invention provides a tidal flow constructed wetland for treating rural domestic sewage, comprising a concrete impermeable layer disposed at the bottom and around the perimeter of the pool. Within the concrete impermeable layer, from bottom to top, are a uniformly distributed water pipe layer, a first filler layer, a second filler layer, a third filler layer, and a covering layer. One end of the uniformly distributed water pipe layer has an inlet pipe, and the bottom of the third filler layer has an outlet pipe. An aeration pipe is also located within the third filler layer. Wetland plants, preferably local dominant wetland plant species, are planted on the covering layer. The first filler layer is a mixture of slow-release carbon source and alkali source, the second filler layer is a mixture of sulfur and iron, the third filler layer is a filter adsorption filler, and the covering layer is gravel filler. This invention offers advantages in treating rural domestic sewage, including good purification effect, simultaneous nitrogen and phosphorus removal, siphon self-control, low infrastructure and operating costs, and convenient maintenance.