Biogas generating pit for co-processing domestic garbage and human dejecta of rural scattered inhabitants
A technology for domestic waste and biogas digester, which is applied in the field of biogasification and utilization systems, can solve the problems of no technical solution for the combined use of biogas digesters, interruption of production and domestic water supply, and odor of tap water, etc., and achieves a significant warming effect and reduces Cost of living, effect of long service period
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Embodiment 1
[0028] The design scale is a family of 5 people. After removing the inert substances, glass, dregs, bricks, plastics, etc. from the domestic waste 6 (the main component is kitchen waste), it is chopped to less than 5.0 cm. Feed port 1 is fed with 10kg per week, and feed port 1 is connected to the toilet through pipe 9 at the same time. The solid-liquid ratio between the domestic garbage loaded for the first time and the domestic sewage recharged daily is 50:1. After the operation is stable The solid-to-liquid ratio of daily filling of new garbage and recharge of domestic sewage is 1:1. After the two are mixed, they enter into the 2 main fermentation tanks under the action of gravity, and the elevation differences between the toilets on the second floor, the toilets on the ground floor and the access pipes of the biogas digesters are 6.0 m and 2.5 m, respectively. The design size of the main fermentation tank and the second fermentation tank is 10m 3 (Length 3129mm*Width 1600m...
Embodiment 2
[0031] The design scale is a family of 3 people. After removing inert substances, glass, dregs, bricks, plastics, etc. from domestic waste 6 (the main component is kitchen waste), it is chopped to less than 5.0 cm, and passed through 1 6.0 kg is put into the feed port every week, and the toilet is connected to the feed port 1 through the pipe 9 at the same time. The solid-liquid ratio between the domestic garbage loaded for the first time and the domestic sewage recharged every day is 20:1, and the operation is stable. Afterwards, the solid-to-liquid ratio of daily loading of new garbage and recharged domestic sewage is 1:5. After the two are mixed, they enter the main fermentation tank 2 under the action of gravity, and the elevation differences between the toilet on the second floor, the toilet on the ground floor and the access pipe of the biogas digester are 5.5 m and 2.0 m, respectively. The design size of the main fermentation tank and the second fermentation tank is 10 ...
Embodiment 3
[0034] The basic treatment device and method are the same as in Example 1, except that the solid-to-liquid ratio between the domestic garbage loaded for the first time and the domestic sewage recharged every day is 30:1, and the solid-liquid ratio of daily loading of new garbage and domestic sewage recharged after the operation is stable The liquid ratio is 1:3. The results show that the treatment effect is basically the same as that of Example 1.
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