CN208667419U - 一种城市污水和雨水原位快速处理系统 - Google Patents
一种城市污水和雨水原位快速处理系统 Download PDFInfo
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- CN208667419U CN208667419U CN201821073932.9U CN201821073932U CN208667419U CN 208667419 U CN208667419 U CN 208667419U CN 201821073932 U CN201821073932 U CN 201821073932U CN 208667419 U CN208667419 U CN 208667419U
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Abstract
本实用新型公开了一种城市污水和雨水原位快速处理系统，包括污水原位处理部分和雨水原位处理部分，所述污水原位处理部分包括城市污水管、连接在城市污水管上的中转泵站、连接在中转泵站上的第一超速净化一体机和污水处理厂，所述雨水原位处理部分包括城市雨水管、连接在城市雨水管上的调蓄池、连接在调蓄池上的第二超速净化一体机，所述第一超速净化一体机、第二超速净化一体机和污水处理厂均连接自然水体。本实用新型可以将城市污水和雨水原位就地处理、直接排放，减少泵站的提升费用，减少调蓄池进入污水处理厂的管网，可就近给河道、城市公园提供补充水及浇灌用水，节省污水处理厂处理负荷，提高污水处理厂处理效率和能力。
Description
技术领域
本实用新型属于水处理技术领域，尤其涉及一种城市污水和雨水原位快速处理系统。
背景技术
城市生活污水正常由中转泵站提升至污水处理厂处理，达标后排放自然水体内，但是由于原有设计污水处理厂处理能力和负荷的不足，经常产生污水处理厂超负荷运作或者部分污水直接外排，影响城市自然水体。
而原有调蓄池污水处理模式为通过泵站提升至污水处理厂内处理，由于调蓄池内污水大部分为雨污河流污水，污染浓度较低，流量较大，进入污水处理厂会影响原有处理能力和负荷。
实用新型内容
本实用新型为了解决上述现有技术中存在的缺陷和不足，提供了一种可以将城市污水和雨水原位就地处理、直接排放，减少泵站的提升费用，减少调蓄池进入污水处理厂的管网，可就近给河道、城市公园提供补充水及浇灌用水的城市污水和雨水原位快速处理系统。
本实用新型的技术方案：一种城市污水和雨水原位快速处理系统，包括污水原位处理部分和雨水原位处理部分，所述污水原位处理部分包括城市污水管、连接在城市污水管上的中转泵站、连接在中转泵站上的第一超速净化一体机和污水处理厂，所述雨水原位处理部分包括城市雨水管、连接在城市雨水管上的调蓄池、连接在调蓄池上的第二超速净化一体机，所述第一超速净化一体机、第二超速净化一体机和污水处理厂均连接自然水体。
本实用新型将部分城市污水通过中转泵站提升至第一超速净化一体机，将调蓄池内的原水经过第二超速净化一体机处理后，通过物化+生化等工艺结合处理，最终达到一级A及以上水质标准排放进入城市自然水体内，可以将城市污水和雨水原位就地处理、直接排放，减少泵站的提升费用，减少调蓄池进入污水处理厂的管网，可就近给河道、城市公园提供补充水及浇灌用水，节省污水处理厂处理负荷，提高污水处理厂处理效率和能力。
优选地，所述第一超速净化一体机和第二超速净化一体机均包括外壳、设置在外壳上的污水进口以及设置在外壳内且依次连通的加药反应区、沉淀区、污泥区和设备间，所述加药反应区内设有搅拌机，所述污水进口连接在加药反应区一侧，所述设备间内设有用于控制水流的水泵，所述水泵的进水端通过管道连接污泥区的出水端，水泵的出水端通过管道连接自然水体。
该种结构可以确保污水和净水药物反应更加彻底，且各个功能区单元高度集成化，运行流畅，占地面积小。
优选地，所述沉淀区顶部设有刮泥机，所述刮泥机的出泥口位置和污泥区的进泥口位置相对应，所述沉淀区内部设有沉淀斜板。
该种结构方便对反应完毕的污水进行泥水分离器，同时确保其沉淀效果，进一步确保其净化效果。
优选地，所述设备间内还设有微纳米曝气器和配合微纳米曝气器的供气罐，所述微纳米曝气器通过曝气管连接加药反应区。
该种结构确保加药反应区中污水和净水药物的反应更加彻底，进一步确保污水净化效果。
优选地，所述微纳米曝气器安装在设备间的侧壁上，所述水泵、供气罐和臭氧发生器均安装在设备间的底部。
该种结构使得其结构紧凑，布置合理，设备间内各个部件安装牢固可靠。
优选地，所述城市雨水管和调蓄池之间设有废流井，所述废流井的另一端连接自然水体。
该种结构进一步确保调蓄池对雨水收集的彻底性。
本实用新型将部分城市污水通过中转泵站提升至第一超速净化一体机，将调蓄池内的原水经过第二超速净化一体机处理后，通过物化+生化等工艺结合处理，最终达到一级A及以上水质标准排放进入城市自然水体内，可以将城市污水和雨水原位就地处理、直接排放，减少泵站的提升费用，减少调蓄池进入污水处理厂的管网，可就近给河道、城市公园提供补充水及浇灌用水，节省污水处理厂处理负荷，提高污水处理厂处理效率和能力。
附图说明
图1是本实用新型的结构示意图；
图2为本实用新型中第一超速净化一体机和第二超速净化一体机的结构示意图；
图中：1.城市污水管，2.中转泵站，3.污水处理厂，4.第一超速净化一体机，5.自然水体，6.城市雨水管，7.废流井，8.调蓄池，9. 第二超速净化一体机，10.外壳，11.污水进口，12.加药反应区，13. 沉淀区，14.污泥区，15.设备间，16.刮泥机，17.水泵，18.微纳米曝气器，19.供气罐，20.搅拌机。
具体实施方式
下面结合附图对本实用新型作进一步详细的说明，但并不是对本实用新型保护范围的限制。
如图1和2所示，一种城市污水和雨水原位快速处理系统，包括污水原位处理部分和雨水原位处理部分，污水原位处理部分包括城市污水管1、连接在城市污水管1上的中转泵站2、连接在中转泵站2 上的第一超速净化一体机4和污水处理厂3，雨水原位处理部分包括城市雨水管6、连接在城市雨水管6上的调蓄池8、连接在调蓄池8 上的第二超速净化一体机9，第一超速净化一体机4、第二超速净化一体机9和污水处理厂3均连接自然水体5。第一超速净化一体机4 和第二超速净化一体机9均包括外壳10、设置在外壳10上的污水进口11以及设置在外壳10内且依次连通的加药反应区12、沉淀区13、污泥区14和和设备间15，加药反应区12内设有搅拌机20，污水进口11连接在加药反应区12一侧，设备间15内设有用于控制水流的水泵17，水泵17的进水端通过管道连接污泥区14的出水端，水泵 17的出水端通过管道连接自然水体5。沉淀区13顶部设有刮泥机16，刮泥机16的出泥口位置和污泥区14的进泥口位置相对应，沉淀区 14内部设有沉淀斜板。设备间15内还设有微纳米曝气器18和配合微纳米曝气器18的供气罐19，微纳米曝气器18通过曝气管连接加药反应区12。微纳米曝气器18安装在设备间15的侧壁上，水泵17 和供气罐19均安装在设备间15的底部。
本实用新型中的超速净化一体机具有较好的脱氮除磷效果，出水水质可达到地表水质标准；功能区单元高度集成化，运行流畅，占地面积小；投资费用低，具有较高的经济实用性。
本实用新型中的刮泥机、搅拌机和微纳米曝气器均为市面采购的常规设备，故不作细述。
本实用新型将部分城市污水通过中转泵站提升至第一超速净化一体机，将调蓄池内的原水经过第二超速净化一体机处理后，通过物化+生化等工艺结合处理，最终达到一级A及以上水质标准排放进入城市自然水体内，可以将城市污水和雨水原位就地处理、直接排放，减少泵站的提升费用，减少调蓄池进入污水处理厂的管网，可就近给河道、城市公园提供补充水及浇灌用水，节省污水处理厂处理负荷，提高污水处理厂处理效率和能力。
本实用新型的工作原理如下：城市生活污水正常由中转泵站提升至污水处理厂处理，达标后排放自然水体内，但是由于原有设计污水处理厂处理能力和负荷的不足，经常产生污水处理厂超负荷运作或者部分污水直接外排，影响城市自然水体。现采用扩容分散处理系统，将部分生活污水通过中转泵站提升至我公司的扩容分散处理系统内，通过物化+生化等工艺结合处理，最终达到一级A及以上水质标准排放进入城市自然水体内；
城市雨水一般部分直接排入河道内，部分经由雨水弃流井后进入调蓄池内，再通过泵站提升至污水处理厂，由于调蓄池内污水污染浓度较低，现建议将调蓄池内的原水经过原位处理系统后，直接达到一级A及以上标准后直接排入自然水体内。节省污水处理厂处理负荷，提高污水处理厂处理效率和能力。
Claims (6)
1.一种城市污水和雨水原位快速处理系统，包括污水原位处理部分和雨水原位处理部分，其特征在于：所述污水原位处理部分包括城市污水管、连接在城市污水管上的中转泵站、连接在中转泵站上的第一超速净化一体机和污水处理厂，所述雨水原位处理部分包括城市雨水管、连接在城市雨水管上的调蓄池、连接在调蓄池上的第二超速净化一体机，所述第一超速净化一体机、第二超速净化一体机和污水处理厂均连接自然水体。
2.根据权利要求1所述的一种城市污水和雨水原位快速处理系统，其特征在于：所述第一超速净化一体机和第二超速净化一体机均包括外壳、设置在外壳上的污水进口以及设置在外壳内且依次连通的加药反应区、沉淀区、污泥区和设备间，所述加药反应区内设有搅拌机，所述污水进口连接在加药反应区一侧，所述设备间内设有用于控制水流的水泵，所述水泵的进水端通过管道连接污泥区的出水端，水泵的出水端通过管道连接自然水体。
3.按照权利要求2所述的一种城市污水和雨水原位快速处理系统，其特征在于：所述沉淀区顶部设有刮泥机，所述刮泥机的出泥口位置和污泥区的进泥口位置相对应，所述沉淀区内部设有沉淀斜板。
4.按照权利要求2所述的一种城市污水和雨水原位快速处理系统，其特征在于：所述设备间内还设有微纳米曝气器和配合微纳米曝气器的供气罐，所述微纳米曝气器通过曝气管连接加药反应区。
5.按照权利要求4所述的一种城市污水和雨水原位快速处理系统，其特征在于：所述微纳米曝气器安装在设备间的侧壁上，所述水泵和供气罐和臭氧发生器均安装在设备间的底部。
6.根据权利要求1所述的一种城市污水和雨水原位快速处理系统，其特征在于：所述城市雨水管和调蓄池之间设有废流井，所述废流井的另一端连接自然水体。
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