公开(公告)号：US08679339B2

公开(公告)日：2014-03-25

申请号：US13257910

申请日：2010-05-20

申请人： Zhiping Kuang ,  Bin Lu ,  Wei Xiong

发明人： Zhiping Kuang ,  Bin Lu ,  Wei Xiong

IPC分类号： C02F3/30

CPC分类号： C02F9/00 ,  C02F1/001 ,  C02F1/283 ,  C02F1/66 ,  C02F1/725 ,  C02F1/78 ,  C02F3/06 ,  C02F3/106 ,  C02F3/1268 ,  C02F3/302 ,  C02F2103/06 ,  C02F2103/24 ,  C02F2203/002 ,  Y02W10/15

摘要： This invention relates to a refuse landfill leachate wastewater treatment system comprising a collection well, an adjustment tank, a filter, a comprehensive treatment system having a multi-stage anoxic/aerobic pool and a membrane biological reactor. The process of treatment is: waste water enters a adjustment tanke in which water quality and quantity are adjusted; subsequently, enters a filter, the water discharged from the filter and enters a comprehensive treatment system having a multi-stage anoxic/aerobic pool and a membrane biological reactor, wherein waster water is bio-chemically treated to remove the organic substances, nitrogen and ammonia, and then the wastewater is discharged into a catalyzed oxidation tower; the organic substance in waste water is oxidized on effect of ozone and under the existing catalyst function and then the biochemical capacity thereof is enhanced; and then the catalyzed and oxidized waste water enters carbon filter pool, the remaining contaminated matter can be further removed by degradation of the anoxic oxidation of the biological membrane on the packing material in pool, then the output water meets the requirement of National Standard or other relevant industrial standards.

摘要翻译： 本发明涉及垃圾填埋场渗滤液废水处理系统，其包括收集井，调节槽，过滤器，具有多级缺氧/需氧池的综合处理系统和膜生物反应器。 处理过程是：废水进入调整水质和数量的调整; 随后，进入过滤器，从过滤器排出的水进入具有多级缺氧/需氧池和膜生物反应器的综合处理系统，其中废水经生物化学处理以除去有机物质，氮和氨 ，然后将废水排入催化氧化塔; 废水中的有机物质在臭氧的作用下氧化，在现有的催化剂作用下，其生化能力得到提高; 然后催化氧化废水进入碳过滤池，剩余污染物可以通过池中包装材料上生物膜的缺氧氧化降解进一步去除，输出水满足国家标准等要求 相关行业标准。

公开(公告)号：US20120012525A1

公开(公告)日：2012-01-19

申请号：US13257910

申请日：2010-05-20

申请人： Zhiping Kuang ,  Bin Lu ,  Wei Xiong

发明人： Zhiping Kuang ,  Bin Lu ,  Wei Xiong

IPC分类号： C02F9/14 ,  C02F1/72 ,  C02F3/30

CPC分类号： C02F9/00 ,  C02F1/001 ,  C02F1/283 ,  C02F1/66 ,  C02F1/725 ,  C02F1/78 ,  C02F3/06 ,  C02F3/106 ,  C02F3/1268 ,  C02F3/302 ,  C02F2103/06 ,  C02F2103/24 ,  C02F2203/002 ,  Y02W10/15

摘要： This invention relates to a refuse landfill leachate wastewater treatment system comprising a collection well, an adjustment tank, a filter, a comprehensive treatment system having a multi-stage anoxic/aerobic pool and a membrane biological reactor. The process of treatment is: waste water enters a adjustment tanke in which water quality and quantity are adjusted; subsequently, enters a filter, the water discharged from the filter and enters a comprehensive treatment system having a multi-stage anoxic/aerobic pool and a membrane biological reactor, wherein waster water is bio-chemically treated to remove the organic substances, nitrogen and ammonia, and then the wastewater is discharged into a catalyzed oxidation tower; the organic substance in waste water is oxidized on effect of ozone and under the existing catalyst function and then the biochemical capacity thereof is enhanced; and then the catalyzed and oxidized waste water enters carbon filter pool, the remaining contaminated matter can be further removed by degradation of the anoxic oxidation of the biological membrane on the packing material in pool, then the output water meets the requirement of National Standard or other relevant industrial standards.

摘要翻译： 本发明涉及垃圾填埋场渗滤液废水处理系统，其包括收集井，调节槽，过滤器，具有多级缺氧/需氧池的综合处理系统和膜生物反应器。 处理过程是：废水进入调整水质和数量的调整; 随后，进入过滤器，从过滤器排出的水进入具有多级缺氧/需氧池和膜生物反应器的综合处理系统，其中废水经生物化学处理以除去有机物质，氮和氨 ，然后将废水排入催化氧化塔; 废水中的有机物质在臭氧的作用下氧化，在现有的催化剂作用下，其生化能力得到提高; 然后催化氧化废水进入碳过滤池，剩余污染物可以通过池中包装材料上生物膜的缺氧氧化降解进一步去除，输出水满足国家标准等要求 有关行业标准。

公开(公告)号：US20110155655A1

公开(公告)日：2011-06-30

申请号：US12748887

申请日：2010-03-29

申请人： Yalei Zhang ,  Zhiping Kuang ,  Yisun Chen ,  Yongkuan Huang ,  Gu Chen ,  Xuefei Zhou ,  Wei Huang ,  Zheng Shen

发明人： Yalei Zhang ,  Zhiping Kuang ,  Yisun Chen ,  Yongkuan Huang ,  Gu Chen ,  Xuefei Zhou ,  Wei Huang ,  Zheng Shen

IPC分类号： B01D21/01

CPC分类号： C02F1/50 ,  C02F1/52

摘要： In a kind of modular integrated water purifying device, including reaction tank, sedimentation tank and filter pool, a pump is connected to the top side of the reaction tank through pipes and valves. There are variable grid hole mixing paddles in the reaction tank, forced outlet pipe at the bottom of sedimentation tank and the same-flow ramp board in the middle. The sedimentation water collector is set up below the board, with the purified water outlet tube connected. The traveling sludge sucker sits on the top of filter tank and move back and forth. Blanket-shape filters is vertically fixed in the filteration tank, the mud-suction pump below to the raveling mud-suction machine connects to the mud-suction pipe another side to the blanket-like wedge filters. At the bottom of the filteration tanker lie the water-collecting main pipe and clean water outlet, the effluent weir is fixed inside of the filteration tank.

摘要翻译： 在一种模块化集成净水装置中，包括反应罐，沉淀池和过滤池，泵通过管道和阀门连接到反应罐的顶部。 反应罐中有可变栅格混合搅拌桨，沉淀池底部强制排出管道和中间相同流道的斜坡板。 沉淀集水器设置在板下方，净化出水管连接。 旅行的污泥吸盘位于过滤罐的顶部，来回移动。 毯式过滤器垂直固定在过滤罐中，下面的泥浆抽吸泵到分流式吸泥机将另一侧的泥浆吸入管连接到毯状楔形过滤器。 过滤油罐底部设有集水主管和净水出口，污水堰固定在过滤池内。

公开(公告)号：US08349176B2

公开(公告)日：2013-01-08

申请号：US12748887

申请日：2010-03-29

申请人： Yalei Zhang ,  Zhiping Kuang ,  Yisun Chen ,  Yongkuan Huang ,  Gu Chen ,  Xuefei Zhou ,  Wei Huang ,  Zheng Shen

发明人： Yalei Zhang ,  Zhiping Kuang ,  Yisun Chen ,  Yongkuan Huang ,  Gu Chen ,  Xuefei Zhou ,  Wei Huang ,  Zheng Shen

IPC分类号： B01D35/00

CPC分类号： C02F1/50 ,  C02F1/52

摘要： In a kind of modular integrated water purifying device, including reaction tank, sedimentation tank and filter pool, a pump is connected to the top side of the reaction tank through pipes and valves. There are variable grid hole mixing paddles in the reaction tank, forced outlet pipe at the bottom of sedimentation tank and the same-flow ramp board in the middle. The sedimentation water collector is set up below the board, with the purified water outlet tube connected. The traveling sludge sucker sits on the top of filter tank and move back and forth. Blanket-shape filters is vertically fixed in the filteration tank, the mud-suction pump below to the raveling mud-suction machine connects to the mud-suction pipe another side to the blanket-like wedge filters. At the bottom of the filteration tanker lie the water-collecting main pipe and clean water outlet, the effluent weir is fixed inside of the filteration tank.

摘要翻译： 在一种模块化集成净水装置中，包括反应罐，沉淀池和过滤池，泵通过管道和阀门连接到反应罐的顶部。 反应罐中有可变栅格混合搅拌桨，沉淀池底部强制排出管道和中间相同流道的斜坡板。 沉淀集水器设置在板下方，净化出水管连接。 旅行的污泥吸盘位于过滤罐的顶部，来回移动。 毯式过滤器垂直固定在过滤罐中，下面的泥浆抽吸泵到分流式吸泥机将另一侧的泥浆吸入管连接到毯状楔形过滤器。 过滤油罐底部设有集水主管和净水出口，污水堰固定在过滤池内。