CN201524462U - Urban area rainwater treatment device - Google Patents
Urban area rainwater treatment device Download PDFInfo
- Publication number
- CN201524462U CN201524462U CN2009200869971U CN200920086997U CN201524462U CN 201524462 U CN201524462 U CN 201524462U CN 2009200869971 U CN2009200869971 U CN 2009200869971U CN 200920086997 U CN200920086997 U CN 200920086997U CN 201524462 U CN201524462 U CN 201524462U
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- water
- rainwater
- filter
- treatment device
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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- Treatment Of Biological Wastes In General (AREA)
Abstract
一种城镇小区雨水处理装置，包括：屋面上的水，地面上的水通过沟渠都汇集到粗滤池(2)内，雨水进入粗滤池前有一段1-2米的长度沟内填有中等颗粒(滤径为4-7mm)滤料的滤沟(1)，雨水经过滤沟进入粗滤室(2)，粗滤池的水再进入水井(3)，水井为一个中间有隔墙，隔墙下方有通口，将水井分为两室，一室为空水井，另一室填有填料。优点是：城市小区的雨水，可以得到全部处理，避免污染雨水直接排放到江河糊海中，影响江河、湖泊水质，同时处理后的污水可以浇灌草坪和花木，使雨水能有效地利用，对缺水地区城镇经济、社会效益更加明显。
A rainwater treatment device for an urban community, comprising: the water on the roof and the water on the ground are collected into a coarse filter tank (2) through ditches, and before the rainwater enters the coarse filter tank, a section of 1-2 meters in length is filled with Medium particle (filter diameter: 4-7mm) filter ditch (1), the rainwater enters the coarse filter chamber (2) through the filter ditch, and the water in the coarse filter tank enters the water well (3), and the water well is a partition wall in the middle , There is an opening under the partition wall, which divides the well into two chambers, one chamber is an empty water well, and the other chamber is filled with fillers. The advantages are: the rainwater in the urban community can be fully treated, avoiding the direct discharge of polluted rainwater into rivers and seas, affecting the water quality of rivers and lakes, and at the same time, the treated sewage can be used to irrigate lawns and flowers, so that rainwater can be effectively used. The economic and social benefits of regional cities and towns are more obvious.
Description
Technical field
The utility model relates to the rainwater processing technology field, and water is sub-district, a kind of cities and towns rainwater treatment device particularly.
Background technology
The rain water on roof and the ground rainwater of sub-district all do not carry out any processing now, naturally flow away, the pollutant of ground and roofing is all taken away by rainwater and is discharged to great river, river and lake like this, polluted environment, these rainwater are not effectively utilized simultaneously, and particularly drought and water shortage area rainwater runs off in vain, is not having also will to water lawn and flowers and trees with a lot of running water in the time of rainwater, cause the waste of water like this, cause very big pressure for the lack of water urban water.
Summary of the invention
The utility model is that research a kind ofly stores dmp filter, and then is used to water sub-district, the cities and towns rainwater treatment device that grass waters flowers and trees.
Sub-district, the utility model cities and towns rainwater treatment device, comprise: the water on the roofing, ground water all is pooled in the coarse filter 2 by irrigation canals and ditches, and rainwater enters the filter ditch 1 that is filled with medium grain (the filter footpath is 4-7mm) filtrate in the length ditch that one section 1-2 rice is arranged before the coarse filter, and rainwater ditch after filtration enters straining chamber 2, the water of coarse filter enters well 3 again, well is that a centre has partition wall, and there is port the partition wall below, and well is divided into two Room, one Room is empty well, and another chamber is filled with filler.
Filler granularity from bottom to top is descending, the orlop granularity is 10-20mm, thickness is 300-350mm, the last layer granularity is 7-12mm, and thickness is 300-350mm, and the last layer granularity is 5-10mm again, thickness is 200-250mm, last layer granularity is 2-7mm, and thickness is 200-250mm, is equipped with water pump 4 is housed in the filtrate pond, water in the well of the big back of rainwater is annotated certain altitude, water pump automatically starts and draws water, and by pipeline water is taken out to be spread across on the lawn or in the grove, to allow water be penetrated in the soil, allow soil contain more water, the water of sub-district carries out a benign cycle like this, when not raining, the water in the phreatic water can be extracted out and irrigate lawn and flowers and trees.
Be filled with filtrate in the coarse filter, filtrate makes progress particle diameter from large to small at the bottom of by the chamber, orlop particle diameter of filter medium 10mm-20mm, and upper strata particle diameter 8mm-15mm, the superiors are 5mm-10mm, and every layer thickness is 300mm, and top, coarse filter has delivery port, and delivery port links to each other with well.If service time is long, can wash with the method that recoil is scrubbed, very convenient.
The advantage of sub-district, the utility model cities and towns rainwater treatment device is: the rainwater of urban cells, can all be handled, avoiding contaminated rain water directly to be discharged into rivers sticks with paste marine, influence rivers, lake water quality, sewage after handling simultaneously can water lawn and flowers and trees, rainwater can be effectively utilized, more obvious to cities and towns, water-deficient area economical, societal benefits.
Description of drawings
Fig. 1 is sub-district, a cities and towns rainwater treatment device structural representation.
The specific embodiment
According to shown in Figure 1, water on the roofing, ground water all is pooled in the coarse filter by irrigation canals and ditches, and rainwater enters the filter ditch that is filled with medium grain (the filter footpath is 4-7mm) filtrate in the length ditch that one section 1-2 rice is arranged before the coarse filter, and rainwater ditch after filtration enters straining chamber, the water of coarse filter enters well again, well is that a centre has partition wall, and there is port the partition wall below, and well is divided into two Room, one Room is empty well, and another chamber is filled with filler.
Filler granularity from bottom to top is descending, the orlop granularity is 10-20mm, thickness is 300-350mm, the last layer granularity is 7-12mm, and thickness is 300-350mm, and the last layer granularity is 5-10mm again, thickness is 200-250mm, last layer granularity is 2-7mm, and thickness is 200-250mm, is equipped with water pump is housed in the filtrate pond, water in the well of the big back of rainwater is annotated certain altitude, water pump automatically starts and draws water, and by pipeline water is taken out to be spread across on the lawn or in the grove, to allow water be penetrated in the soil, allow soil contain more water, the water of sub-district carries out a benign cycle like this, when not raining, the water in the phreatic water can be extracted out and irrigate lawn and flowers and trees.
Be filled with filtrate in the coarse filter, filtrate makes progress particle diameter from large to small at the bottom of by the chamber, orlop particle diameter of filter medium 10mm-20mm, and upper strata particle diameter 8mm-15mm, the superiors are 5mm-10mm, and every layer thickness is 300mm, and top, coarse filter has delivery port, and delivery port links to each other with well.If service time is long, can wash with the method that recoil is scrubbed, very convenient.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200869971U CN201524462U (en) | 2009-06-30 | 2009-06-30 | Urban area rainwater treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200869971U CN201524462U (en) | 2009-06-30 | 2009-06-30 | Urban area rainwater treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201524462U true CN201524462U (en) | 2010-07-14 |
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ID=42515762
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200869971U Expired - Fee Related CN201524462U (en) | 2009-06-30 | 2009-06-30 | Urban area rainwater treatment device |
Country Status (1)
| Country | Link |
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| CN (1) | CN201524462U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605853A (en) * | 2012-03-27 | 2012-07-25 | 苏州德华生态环境科技有限公司 | Facility for ecologically treating and recycling rainwater in central business district and method therefor |
| CN102649614A (en) * | 2011-02-25 | 2012-08-29 | 兰州交通大学 | Water quality purification device for rainwater collection pit water with biological slow filter basin |
| CN103157307A (en) * | 2011-12-12 | 2013-06-19 | 日本那贺株式会社 | Permeating water taking device |
| CN104436777A (en) * | 2014-12-26 | 2015-03-25 | 贵州师范大学 | Integrated cement-casting slow-filtering basin |
| CN108579200A (en) * | 2018-05-16 | 2018-09-28 | 曹淑杰 | A kind of rainwater-collecting purifier |
| CN110342735A (en) * | 2019-07-10 | 2019-10-18 | 上海市园林设计研究总院有限公司 | A kind of artificial massif rainwater-collecting purification system in greenery patches |
-
2009
- 2009-06-30 CN CN2009200869971U patent/CN201524462U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102649614A (en) * | 2011-02-25 | 2012-08-29 | 兰州交通大学 | Water quality purification device for rainwater collection pit water with biological slow filter basin |
| CN103157307A (en) * | 2011-12-12 | 2013-06-19 | 日本那贺株式会社 | Permeating water taking device |
| CN102605853A (en) * | 2012-03-27 | 2012-07-25 | 苏州德华生态环境科技有限公司 | Facility for ecologically treating and recycling rainwater in central business district and method therefor |
| CN104436777A (en) * | 2014-12-26 | 2015-03-25 | 贵州师范大学 | Integrated cement-casting slow-filtering basin |
| CN108579200A (en) * | 2018-05-16 | 2018-09-28 | 曹淑杰 | A kind of rainwater-collecting purifier |
| CN108579200B (en) * | 2018-05-16 | 2021-02-19 | 天津市雷升科技有限公司 | Rainwater collecting and purifying device |
| CN110342735A (en) * | 2019-07-10 | 2019-10-18 | 上海市园林设计研究总院有限公司 | A kind of artificial massif rainwater-collecting purification system in greenery patches |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100714 Termination date: 20120630 |