CN205367888U - Artificial wetland system - Google Patents
Artificial wetland system Download PDFInfo
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- CN205367888U CN205367888U CN201520870121.1U CN201520870121U CN205367888U CN 205367888 U CN205367888 U CN 205367888U CN 201520870121 U CN201520870121 U CN 201520870121U CN 205367888 U CN205367888 U CN 205367888U
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- constructed wetland
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000004576 sand Substances 0.000 claims description 10
- 239000004575 stone Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 239000010802 sludge Substances 0.000 abstract description 6
- 238000012876 topography Methods 0.000 abstract description 5
- 239000012535 impurity Substances 0.000 abstract description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 239000010865 sewage Substances 0.000 description 12
- 238000005516 engineering process Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 239000000149 chemical water pollutant Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 210000003608 fece Anatomy 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 239000010871 livestock manure Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000002957 persistent organic pollutant Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
本实用新型提供了一种人工湿地系统,包括:人工湿地系统,其特征在于,包括串联的N级人工湿地单元,其中N≥2,人工湿地单元的下部开有出水口上部开有进水口,相邻两人工湿地单元间设有格栅池,格栅池两侧分别设有入口及出口,前一级人工湿地单元的出水口连接格栅池的入口,格栅池的出口连接下一级人工湿地单元的进水口;格栅池的内部设有格栅;格栅池底部设有排泥斗,另外设有用于排泥的排泥管路,排泥管路的一端设有吸泥口,吸泥口位于排泥斗上方,排泥管路的另一端连接鼓风机。本实用新型提供的人工湿地系统,可以根据当地地形、地势、面积将不同湿地单元在不同地块上分级建设,同时避免了一些较大杂质对人工湿地池造成堵塞。
The utility model provides a constructed wetland system, comprising: a constructed wetland system, which is characterized in that it includes N-level constructed wetland units connected in series, wherein N≥2, the lower part of the constructed wetland unit has a water outlet and the upper part has a water inlet, There is a grid pool between two adjacent artificial wetland units, and the entrance and exit are respectively set on both sides of the grid pool. The outlet of the previous artificial wetland unit is connected to the entrance of the grid pool, and the outlet of the grid pool is connected to the next level The water inlet of the constructed wetland unit; the inside of the grid pool is equipped with a grid; the bottom of the grid pool is equipped with a mud discharge bucket, and a sludge discharge pipeline for sludge discharge is provided, and one end of the sludge discharge pipeline is provided with a mud suction port , The mud suction port is located above the mud discharge hopper, and the other end of the mud discharge pipeline is connected to the blower. The constructed wetland system provided by the utility model can classify and construct different wetland units on different plots according to the local topography, topography, and area, and at the same time avoid some large impurities from blocking the constructed wetland pool.
Description
技术领域 technical field
本实用新型属于水处理领域,具体涉及人工湿地系统。 The utility model belongs to the field of water treatment, in particular to an artificial wetland system.
背景技术 Background technique
人工湿地是由人工建造和控制运行的与沼泽地类似的地面,将污水、污泥有控制的投配到经人工建造的湿地上,污水与污泥在沿一定方向流动的过程中,主要利用土壤、人工介质、植物、微生物的物理、化学、生物三重协同作用,对污水、污泥进行处理的一种技术。 Constructed wetland is a ground similar to swampland that is artificially constructed and operated under control. Sewage and sludge are distributed to the artificially constructed wetland in a controlled manner. When sewage and sludge flow in a certain direction, they are mainly used It is a technology for treating sewage and sludge through the triple synergy of physics, chemistry and biology of soil, artificial medium, plants and microorganisms.
人工湿地作为一种低投资、低能耗,有机污染物、氮、磷去除率高的污水生态处理技术,在污水的修复方面表现了极大的发展潜力。人工湿地已被用来处理各类不洁的水体,包括生活污水、家畜与家禽的粪水、尾矿排出液、工业污水、农业废水、垃圾场渗滤液、城市暴雨径流、富营养化湖水等。在我国北方城镇、农村以及旅游景区餐饮、生活污水这些分散的污水,应用垂直流人工湿地技术适应了低投入的要求。是适合我国农村环境建设的经济可行的技术,对于我国现阶段正在推行的新农村建设将极具示范效应。 As a sewage ecological treatment technology with low investment, low energy consumption and high removal rate of organic pollutants, nitrogen and phosphorus, constructed wetland has shown great development potential in sewage restoration. Constructed wetlands have been used to treat various unclean water bodies, including domestic sewage, livestock and poultry manure, tailings effluent, industrial sewage, agricultural wastewater, landfill leachate, urban storm runoff, eutrophic lake water, etc. . In northern my country's northern towns, rural areas, and tourist attractions such as catering and domestic sewage, the application of vertical flow constructed wetland technology meets the requirements of low investment. It is an economically feasible technology suitable for the construction of rural environment in our country, and it will have a very demonstrative effect on the construction of new countryside that is currently being implemented in our country.
人工湿地应用设计中的一个难点是占地的问题。在实际应用中,无论是在平原地区还是在高差较大的山区、丘陵区建设时,往往会遇到在同一个地方没有足够大的面积建设人工湿地。人工湿地工艺往往会在工艺比选过程中仅仅由于提供占地面积不满足湿地建设要求而首先被排除,不能充分发挥湿地低能耗的优势而限制了其应用,另外,现有的人工湿地在运行中经常会出现堵塞问题,这已经严重制约其在污水处理领域的推广和应用,主要原因是现有的人工湿地处理系统中介质为砂石等大密度滤料,堆积在湿地内部,在运行一两年时间后土壤、介质的堵塞问题很严重,需要在地面下清洗砂石介质或将砂石掏出清洗,清洗过程复杂,严重影响高成本建成湿地系统正常的运行。 One of the difficulties in the application design of constructed wetlands is the problem of land occupation. In practical application, whether it is in plain areas or in mountainous and hilly areas with large height differences, it is often encountered that there is not enough area to construct artificial wetlands in the same place. Constructed wetland technology is often excluded in the process of process comparison and selection only because the provided land area does not meet the requirements of wetland construction, and its application cannot be fully utilized due to the low energy consumption of wetlands. In addition, the existing constructed wetlands are in operation The problem of clogging often occurs in the sewage treatment system, which has seriously restricted its promotion and application in the field of sewage treatment. The main reason is that the medium in the existing constructed wetland treatment system is sand and other high-density filter materials, which are accumulated in the wetland. After two years, the blockage of the soil and medium is very serious. It is necessary to clean the sand and gravel medium under the ground or take out the sand and gravel for cleaning. The cleaning process is complicated and seriously affects the normal operation of the high-cost wetland system.
实用新型内容 Utility model content
本实用新型的目的是提供一种根据地形、地势、占地面积等情况将人工湿地分割成多级单元的人工湿地,可根据地形地势以及能够提供占地的地理位置进行灵活安置,同时可以过滤掉大体积的污染物,有效解决堵塞问题的人工湿地系统。 The purpose of this utility model is to provide a constructed wetland that divides the constructed wetland into multi-level units according to the terrain, topography, and occupied area. A constructed wetland system that removes large volumes of pollutants and effectively solves the problem of blockage.
本实用新型采用的技术方案是: The technical scheme that the utility model adopts is:
根据本实用新型的一个方面,提供了一种人工湿地系统,其包括:人工湿地系统,其特征在于,包括串联的N级人工湿地单元,其中N≥2,人工湿地单元的下部开有出水口上部开有进水口,相邻两人工湿地单元间设有格栅池,格栅池两侧分别设有入口及出口,前一级人工湿地单元的出水口连接格栅池的入口,格栅池的出口连接下一级人工湿地单元的进水口; According to one aspect of the utility model, a constructed wetland system is provided, which includes: a constructed wetland system, characterized in that it includes N-level constructed wetland units connected in series, wherein N≥2, and the lower part of the constructed wetland unit has a water outlet There is a water inlet in the upper part, and there is a grid pool between two adjacent artificial wetland units. The inlet and outlet are respectively set on both sides of the grid pool. The outlet of the constructed wetland unit is connected to the water inlet of the next level of constructed wetland unit;
格栅池的内部设有格栅; The interior of the grid pool is provided with a grid;
格栅池底部设有排泥斗,另外设有用于排泥的排泥管路,排泥管路的一端设有吸泥口,吸泥口位于排泥斗上方,排泥管路的另一端连接鼓风机。 There is a mud discharge hopper at the bottom of the grid pool, and a mud discharge pipeline for mud discharge. One end of the mud discharge pipeline is provided with a mud suction port, which is located above the mud discharge hopper, and the other end of the mud discharge pipeline is Connect blower.
在一些实施方式中,每级人工湿地单元内由下向上依次铺设防渗材料层、细砂层、下部碎石层、粗砂层和上部碎石层,上部碎石层上栽植有水生植物。 In some embodiments, the anti-seepage material layer, fine sand layer, lower crushed stone layer, coarse sand layer and upper crushed stone layer are successively laid in each level of constructed wetland unit from bottom to top, and aquatic plants are planted on the upper crushed stone layer.
本实用新型具有以下优点: The utility model has the following advantages:
一、本实用新型提供的人工湿地系统,灵活考虑占地要求,可以先在单户内建设一级湿地,然后统一进入后面的第1~N级人工湿地单元处理;也可以几户集中收集污水后建设一级湿地,然后统一进入后第1~N级人工湿地单元处理;也可以是所有用户集中收集污水后进入2~10级人工湿地单元处理。可以根据当地地形、地势、面积将不同湿地单元在不同地块上分级建设,特别适用于山区、梯田、丘陵地带的污水处理。湿地单元上种植水生植物,多级湿地单元错落布置,美化了环境。 1. The constructed wetland system provided by the utility model flexibly considers the land occupation requirements, and can first construct a first-level wetland in a single household, and then enter the subsequent 1st to N-level constructed wetland units for treatment; it can also collect sewage from several households After that, a first-level wetland will be built, and then it will be processed in the 1st to Nth-level constructed wetland units; it can also be collected by all users and then enter the 2nd to 10th-level constructed wetland units for treatment. Different wetland units can be constructed on different plots according to the local topography, topography, and area. It is especially suitable for sewage treatment in mountainous areas, terraced fields, and hilly areas. Aquatic plants are planted on the wetland units, and the multi-level wetland units are arranged in random order to beautify the environment.
二、本实用新型提供的人工湿地系统,设置了格栅池,首先污染水进入格栅池可以过滤掉大体积的污染物,双层格栅增加了过滤的效果,一些细沙和泥土会沉入排泥斗中,一段时间可以开启排泥设备将排泥斗中的泥沙抽出,这样就避免了一些较大杂质对人工湿地池造成堵塞。 2. The artificial wetland system provided by the utility model is equipped with a grid pool. First, the polluted water enters the grid pool to filter out large volumes of pollutants. The double-layer grid increases the filtering effect, and some fine sand and soil will sink. After entering the mud discharge hopper, the mud discharge equipment can be turned on for a period of time to extract the sediment in the mud discharge hopper, thus avoiding some large impurities from clogging the constructed wetland pool.
附图说明 Description of drawings
图1为本实用新型提供的人工湿地系统的结构示意图。 Fig. 1 is a schematic structural diagram of the constructed wetland system provided by the utility model.
具体实施方式 detailed description
下面结合附图及具体实施例对本实用新型的技术方案作进一步的详细描述说明。 The technical scheme of the utility model will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.
图1示意显示了根据本实用新型一种实施方式的人工湿地系统。 Fig. 1 schematically shows a constructed wetland system according to an embodiment of the present invention.
如图所示,本实用新型提供的人工湿地系统,包括串联的2级人工湿地单元1,每级人工湿地单元1内由下向上依次铺设防渗材料层5、细砂层6、下部碎石层7、粗砂层8和上部碎石层9,上部碎石层上栽植有水生植物10。 As shown in the figure, the constructed wetland system provided by the utility model includes two levels of constructed wetland units 1 connected in series, and each level of constructed wetland unit 1 is sequentially laid with an anti-seepage material layer 5, a fine sand layer 6, and lower crushed stones from bottom to top. Layer 7, coarse sand layer 8 and upper gravel layer 9, on which aquatic plants 10 are planted.
人工湿地单元1的下部开有出水口2上部开有进水口3,相邻两人工湿地单元1间设有格栅池4,格栅池4两侧分别设有入口41及出口42,前一级人工湿地单元1的出水口2连接格栅池4的入口41,格栅池42的出口连接下一级人工湿地单元1的进水口3。格栅池4的内部设有格栅43,格栅池4底部设有排泥斗44,另外设有用于排泥的排泥管路45,排泥管路45的一端设有吸泥口451,吸泥口451位于排泥斗44上方,排泥管路45的另一端连接鼓风机。 The lower part of the constructed wetland unit 1 is provided with a water outlet 2 and the upper part is provided with a water inlet 3, and a grid pool 4 is provided between two adjacent constructed wetland units 1, and the two sides of the grid pool 4 are respectively provided with an inlet 41 and an outlet 42. The water outlet 2 of the first-level constructed wetland unit 1 is connected to the inlet 41 of the grid pool 4 , and the outlet of the grid pool 42 is connected to the water inlet 3 of the next-level constructed wetland unit 1 . The inside of the grid tank 4 is provided with a grid 43, the bottom of the grid tank 4 is provided with a mud discharge bucket 44, and a mud discharge pipeline 45 is provided for mud discharge, and one end of the mud discharge pipeline 45 is provided with a mud suction port 451 , The mud suction port 451 is located above the mud discharge bucket 44, and the other end of the mud discharge pipeline 45 is connected to the blower.
以上所述仅是本实用新型优选实施方式,应当指出,对于本领域技术人员来说,在不脱离本实用新型创造构思的前提下,还可以做出若干相似的变形和改进,这些也应视为实用新型的保护范围之内。 The above is only a preferred embodiment of the utility model, it should be pointed out that for those skilled in the art, without departing from the inventive concept of the utility model, some similar deformations and improvements can also be made, and these should also be considered Within the scope of protection of the utility model.
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| CN201520870121.1U CN205367888U (en) | 2015-10-31 | 2015-10-31 | Artificial wetland system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114656037A (en) * | 2020-12-23 | 2022-06-24 | 广州怡境景观设计有限公司 | Terrace wetland rain sewage purification system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114656037A (en) * | 2020-12-23 | 2022-06-24 | 广州怡境景观设计有限公司 | Terrace wetland rain sewage purification system |
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Granted publication date: 20160706 Termination date: 20161031 |