CN104003535A - Water taking and purifying integrated device for surface water sources - Google Patents
Water taking and purifying integrated device for surface water sources Download PDFInfo
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- CN104003535A CN104003535A CN201410257771.9A CN201410257771A CN104003535A CN 104003535 A CN104003535 A CN 104003535A CN 201410257771 A CN201410257771 A CN 201410257771A CN 104003535 A CN104003535 A CN 104003535A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 82
- 239000002352 surface water Substances 0.000 title claims abstract 3
- 238000000746 purification Methods 0.000 claims abstract description 23
- 239000000835 fiber Substances 0.000 claims abstract description 20
- 239000012528 membrane Substances 0.000 claims abstract description 14
- 238000000108 ultra-filtration Methods 0.000 claims abstract description 13
- 238000007667 floating Methods 0.000 claims abstract description 8
- 238000005273 aeration Methods 0.000 claims abstract description 7
- 241000446313 Lamella Species 0.000 claims 4
- 238000004062 sedimentation Methods 0.000 abstract description 20
- 239000000463 material Substances 0.000 abstract description 18
- 239000010802 sludge Substances 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 4
- 239000003344 environmental pollutant Substances 0.000 abstract description 2
- 231100000719 pollutant Toxicity 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 12
- 238000005516 engineering process Methods 0.000 description 4
- 239000008213 purified water Substances 0.000 description 4
- 238000001728 nano-filtration Methods 0.000 description 3
- 238000011001 backwashing Methods 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
一种地表水源的取水和净水一体化装置,包括中央腔体和侧向流斜板沉淀池,中央腔体的侧面至少设置有一个侧向流斜板沉淀池,侧向流斜板沉淀池与中央腔体均连通,侧向流斜板沉淀池的上端连接有浮筒,下端设置有污泥竖向导流器,中央腔体的底部设置有支架,支架上连接有网孔桶,支架的底部设有曝气头,网孔桶的外部包裹有纤维束滤料,纤维束滤料的上端设置有浮杆,网孔桶的内部装有超滤膜,超滤膜与输水管相连,输水管与水泵相连。该装置将取水和净水过程结合为一体,自行浮于水体中,结构紧凑,移动方便,操作控制简单方便,有效去除水中污染物质,净化效果好,稳定性高。
An integrated water intake and water purification device for surface water sources, including a central cavity and a lateral flow inclined plate sedimentation tank, at least one lateral flow inclined plate sedimentation tank is arranged on the side of the central cavity, and the lateral flow inclined plate sedimentation tank It is connected with the central cavity. The upper end of the lateral flow inclined plate sedimentation tank is connected with a buoy, and the lower end is provided with a sludge vertical deflector. The bottom of the central cavity is equipped with a bracket, which is connected with a mesh bucket. There is an aeration head, the outside of the mesh barrel is wrapped with fiber bundle filter material, the upper end of the fiber bundle filter material is provided with a floating rod, the inside of the mesh barrel is equipped with an ultrafiltration membrane, the ultrafiltration membrane is connected to the water delivery pipe, and the water delivery pipe Connected to the water pump. The device combines the water intake and water purification process into one, floats in the water body by itself, has a compact structure, is convenient to move, simple and convenient to operate and control, effectively removes pollutants in water, has good purification effect and high stability.
Description
技术领域 technical field
本发明涉及一种用于对河流、湖泊、水库等水源进行取水和净水的装置,属于河道取水净化处理技术领域。 The invention relates to a device for water intake and purification of water sources such as rivers, lakes, reservoirs, etc., and belongs to the technical field of river water intake purification treatment.
背景技术 Background technique
河流湖泊中水库的水源只要是没有污染,都可以利用,可用于城市景观、灌溉、绿化、城市杂用及工艺用水等。但是,由于各种原因河流湖泊水库中的水源总要受到一定程度的污染,只有净化后才能使用。通常是将水由河流湖泊水库中取出后远距离输送至净化处理系统,费时费力,工艺流程长、工艺复杂、能耗高、占地面积大,处理成本高。取水技术如中国专利文献CN203373703U公开的《河道取水结构》。 As long as the water source of reservoirs in rivers and lakes is not polluted, it can be used for urban landscape, irrigation, greening, urban miscellaneous and process water, etc. However, due to various reasons, the water sources in rivers, lakes, and reservoirs are always polluted to a certain degree, and can only be used after purification. Usually, the water is taken out from the rivers, lakes and reservoirs and then transported to the purification treatment system over a long distance, which is time-consuming and laborious, with long and complex processes, high energy consumption, large floor space and high treatment costs. Water intake technology such as the disclosed "river water intake structure" of Chinese patent document CN203373703U.
目前的各种河流湖泊水库的水体净化文献中大都是用于污染水体的,如中国专利文献CN 1300016C公开的《一种河流湖泊的水净化方法及其专用造流曝气设备》和CN1163861A公开的《用于湖泊和沼泽的净化方法及净化系统》。由于设备和工艺的局限,这些技术只限于用在污水处理厂等处,不能直接在河湖中采用。 Most of the water body purification documents of present various rivers, lakes and reservoirs are used for polluting water bodies, such as "a kind of water purification method for rivers and lakes and its special flow-making aeration equipment" disclosed by Chinese patent document CN 1300016C and disclosed by CN1163861A "Purification method and purification system for lakes and swamps". Due to the limitation of equipment and process, these technologies are limited to be used in sewage treatment plants, etc., and cannot be directly used in rivers and lakes.
CN102040317 A公开了一种《一种从再生水补给的河道中取水回用的系统及方法》,采用复氧型岸滤池与纳滤膜相结合的方法,从再生水补给的河道中取水,净化后用于各类非直接饮用水回用,所述系统包括复氧型岸滤池、清水池、流量控制阀和纳滤系统,所述的复氧型岸滤池设置在河道沿岸,在复氧型岸滤池内填充砂层,并在岸滤池靠近河道的一侧铺设无纺布;所述的清水池设置在复氧型岸滤池和河岸之间,清水池靠复氧型岸滤池一侧铺设挡板,挡板下部设细网栅与滤网;所述的清水池通过管道和流量控制阀与纳滤系统连接。该技术也是在河道中取水后再净化,不能直接在河湖中采用。 CN102040317 A discloses a "A System and Method for Reusing Water from a River Channel Supplemented by Reclaimed Water", which adopts the method of combining a reoxygenated bank filter with a nanofiltration membrane to draw water from a river channel supplied by regenerated water, and after purification It is used for reuse of various types of non-direct drinking water. The system includes a reoxygenation type bank filter, a clear water tank, a flow control valve and a nanofiltration system. The reoxygenation type bank filter is set along the river. The sand layer is filled in the type bank filter, and non-woven fabrics are laid on the side of the bank filter close to the river; A baffle is laid on one side of the pool, and a fine mesh grid and a filter are arranged on the lower part of the baffle; the clean water pool is connected to the nanofiltration system through a pipeline and a flow control valve. This technology is also purified after taking water from the river, and cannot be directly used in rivers and lakes.
发明内容 Contents of the invention
本发明针对现有河流、湖泊、水库等水源取水和净水技术存在的工艺分离、取水装置移动困难、功能单一、净水装置占地大、结构复杂等问题,提供一种结构紧凑,移动方便,便于操作、净化效果好的河流湖泊水源的取水和净水一体化装置。 The present invention aims at problems such as separation of processes, difficulty in moving the water intake device, single function, large area occupied by the water purification device, and complex structure existing in the existing water intake and water purification technologies of rivers, lakes, reservoirs, etc., and provides a compact structure and convenient movement. , an integrated water intake and water purification device for river and lake water sources that are easy to operate and have good purification effects.
本发明的取水净水一体化装置,采用以下技术方案实现: The water intake and purification integrated device of the present invention is realized by the following technical solutions:
该装置,包括中央腔体和侧向流斜板沉淀池,中央腔体的侧面至少设置有一个侧向流斜板沉淀池,侧向流斜板沉淀池与中央腔体均连通,侧向流斜板沉淀池的上端连接有浮筒,下端设置有污泥竖向导流器,中央腔体的底部设置有支架,支架上连接有网孔桶,支架的底部设有曝气头,网孔桶的外部包裹有纤维束滤料,纤维束滤料的上端设置有浮杆,网孔桶的内部装有超滤膜,超滤膜与输水管相连,输水管与水泵相连。 The device includes a central cavity and a lateral flow inclined plate sedimentation tank. At least one lateral flow inclined plate sedimentation tank is arranged on the side of the central cavity, and the lateral flow inclined plate sedimentation tank is connected with the central cavity. The upper end of the inclined plate sedimentation tank is connected with a buoy, and the lower end is provided with a sludge vertical deflector. Fiber bundle filter material is wrapped on the outside, a floating rod is arranged on the upper end of the fiber bundle filter material, and an ultrafiltration membrane is installed inside the mesh bucket, and the ultrafiltration membrane is connected with a water delivery pipe, and the water delivery pipe is connected with a water pump.
将上述装置置于河流、湖泊或水库中,水源由两侧的侧向流斜板沉淀池进入,在侧向流斜板沉淀池中进行泥水分离,泥沙进入污泥竖向导流器排出。沉淀后的水体进入中央腔体,浮杆使纤维束滤料紧紧包裹在网孔桶的外围,在中央腔体内的水体依次通过纤维束滤料、网孔桶和超滤膜,得到净化水,出水可以满足三类地下水水质标准要求,净化水通过输水管抽至地面,用于各类非直接饮用水回用,如城市景观、灌溉、绿化、城市杂用及工艺用水等。 The above device is placed in a river, lake or reservoir, and the water source enters from the lateral flow sloping plate sedimentation tank on both sides, and the mud and water are separated in the lateral flow sloping plate sedimentation tank, and the sediment enters the sludge vertical deflector and is discharged. The settled water enters the central cavity, and the floating rod makes the fiber bundle filter material tightly wrapped around the mesh barrel, and the water in the central cavity passes through the fiber bundle filter material, mesh barrel and ultrafiltration membrane in turn to obtain purified water , the effluent can meet the requirements of the three types of groundwater quality standards, and the purified water is pumped to the ground through the water pipe for reuse of various indirect drinking water, such as urban landscape, irrigation, greening, urban miscellaneous and process water, etc.
本发明将取水和净水过程结合为一体,自行浮于水体中,结构紧凑,移动方便,操作控制简单方便,有效去除水中污染物质,净化效果好,稳定性高。 The invention integrates the water intake and water purification process into one, floats in the water body by itself, has a compact structure, is convenient to move, simple and convenient to operate and control, effectively removes pollutants in water, has good purification effect and high stability.
附图说明 Description of drawings
图1是本发明取水净水一体化装置的结构示意图。 Fig. 1 is a schematic structural view of the integrated water intake and purification device of the present invention.
图2是图1中沿A-A线的剖面图。 Fig. 2 is a sectional view along line A-A in Fig. 1 .
图3是图1中沿B-B线的剖面图。 Fig. 3 is a sectional view along line B-B in Fig. 1 .
图4是网孔桶的结构示意图。 Fig. 4 is a schematic structural diagram of the mesh barrel.
图5是图2中沿C-C线的剖面图(污泥竖向导流器的剖面图)。 Fig. 5 is a sectional view along line C-C in Fig. 2 (the sectional view of the sludge vertical deflector).
其中:1、浮筒,2、侧向流斜板沉淀池,3、污泥竖向导流器,4、中央腔体,5、纤维束滤料,6、网孔桶,7、超滤膜,8、浮杆,9、支架,10、曝气头,11、输水管,12、水泵,13、竖向导流管。 Among them: 1. Float, 2. Lateral flow inclined plate sedimentation tank, 3. Vertical deflector for sludge, 4. Central cavity, 5. Fiber bundle filter material, 6. Mesh barrel, 7. Ultrafiltration membrane, 8, floating rod, 9, bracket, 10, aeration head, 11, water delivery pipe, 12, water pump, 13, vertical guide pipe.
具体实施方式 Detailed ways
如图1、图2和图3所示,本发明的取水净水一体化装置主要包括中央腔体4和侧向流斜板沉淀池2,中央腔体4的两侧各设置一个侧向流斜板沉淀池2(也可以在中央腔体4的外围设置两个以上的侧向流斜板沉淀池),两个侧向流斜板沉淀池2与中央腔体4均连通。每个侧向流斜板沉淀池2的上端连接有浮筒1,下端设置有污泥竖向导流器3。浮筒1用于提高整个装置在水中的浮力。侧向流斜板沉淀池2解决泥水分离的问题。如图5所示,污泥竖向导流器3由若干竖向导流管13组成。中央腔体4的底部设置有支架9,支架9上连接有网孔桶6,支架9的底部设有曝气头10。图4给出了网孔桶6的结构。网孔桶6的外部包裹有纤维束滤料5,纤维束滤料5的上部设置有浮杆8。网孔桶6的内部装有超滤膜7(参见图3),超滤膜7与输水管11相连,输水管11与水泵12相连。 As shown in Fig. 1, Fig. 2 and Fig. 3, the integrated water intake and purification device of the present invention mainly includes a central cavity 4 and a lateral flow inclined plate sedimentation tank 2, and a lateral flow tank 2 is respectively arranged on both sides of the central cavity 4. Inclined plate sedimentation tank 2 (more than two lateral flow inclined plate sedimentation tanks can also be arranged on the periphery of the central cavity 4), and the two lateral flow inclined plate sedimentation tanks 2 are connected to the central cavity 4. The upper end of each lateral flow inclined plate sedimentation tank 2 is connected with a buoy 1 , and the lower end is provided with a sludge vertical deflector 3 . The buoy 1 is used to improve the buoyancy of the whole device in water. The lateral flow inclined plate sedimentation tank 2 solves the problem of mud-water separation. As shown in FIG. 5 , the sludge vertical deflector 3 is composed of several vertical deflector pipes 13 . The bottom of the central cavity 4 is provided with a bracket 9, the mesh bucket 6 is connected to the bracket 9, and the bottom of the bracket 9 is provided with an aeration head 10. Figure 4 shows the structure of the mesh barrel 6. The outside of the mesh barrel 6 is wrapped with a fiber bundle filter material 5 , and a floating rod 8 is arranged on the top of the fiber bundle filter material 5 . The interior of the mesh bucket 6 is equipped with an ultrafiltration membrane 7 (see FIG. 3 ), the ultrafiltration membrane 7 is connected to a water delivery pipe 11 , and the water delivery pipe 11 is connected to a water pump 12 .
上述取水净水一体化装置的运行过程如下所述: The operation process of the above-mentioned integrated water intake and purification device is as follows:
将上述装置置于河流、湖泊或水库中。河流、湖泊、水库等水源首先由两侧的侧向流斜板沉淀池2进入,在侧向流斜板沉淀池2中进行泥水分离,沉淀后的泥沙进入污泥竖向导流器3,通过竖向导流管13直接排出。沉淀后的水体沿水平方向进入中央腔体4,中央腔体4可以起到配水均匀的作用。浮杆8随中央腔体4内水位上升而升高,将纤维束滤料5拉起,使纤维束滤料5紧紧包裹在网孔桶6的外围,并且在水力作用下,纤维束滤料5顺水流方向空隙有大逐渐变小,纤维密度变大,形成理想的过滤层面,有效地提高了过滤效果。由纤维束滤料5滤出的水体经由网孔桶6的网孔进入桶腔内,网孔桶6起到支撑骨架的作用。在中央腔体4内的水体依次通过纤维束滤料5、网孔桶6和超滤膜7,得到净化水。净化水由水泵12通过输水管11抽至地面。反冲洗时,中央腔体4内无水,浮杆8落下使纤维束滤料5成松弛状态,水由输水管11进入超滤膜7,对超滤膜7和纤维束滤料5进行反洗,通过曝气头10进行曝气,形成气水反冲洗(气水合洗),在气泡聚散和水力冲洗过程中,纤维束滤料5处于不断抖动状态,在水力和上升气泡的作用下,得到清洗。 Place the above device in a river, lake or reservoir. Rivers, lakes, reservoirs and other water sources first enter from the lateral flow inclined plate sedimentation tank 2 on both sides, and the mud and water are separated in the lateral flow inclined plate sedimentation tank 2, and the sediment after sedimentation enters the sludge vertical deflector 3, It is discharged directly through the vertical guide pipe 13. The settled water enters the central cavity 4 along the horizontal direction, and the central cavity 4 can play the role of uniform water distribution. The floating rod 8 rises with the rise of the water level in the central cavity 4, and pulls up the fiber bundle filter material 5, so that the fiber bundle filter material 5 is tightly wrapped around the periphery of the mesh barrel 6, and under the action of hydraulic force, the fiber bundle filter material 5 Material 5 has larger gaps along the water flow direction and gradually becomes smaller, and the fiber density becomes larger, forming an ideal filtration layer and effectively improving the filtration effect. The water filtered out by the fiber bundle filter material 5 enters the barrel cavity through the mesh of the mesh barrel 6, and the mesh barrel 6 plays a role of supporting the skeleton. The water body in the central cavity 4 passes through the fiber bundle filter material 5, the mesh barrel 6 and the ultrafiltration membrane 7 in sequence to obtain purified water. The purified water is pumped to the ground by the water pump 12 through the water delivery pipe 11. When backwashing, there is no water in the central cavity 4, and the floating rod 8 falls to make the fiber bundle filter material 5 into a relaxed state, and the water enters the ultrafiltration membrane 7 from the water delivery pipe 11, and the ultrafiltration membrane 7 and the fiber bundle filter material 5 are reacted Aeration is carried out through the aeration head 10 to form air-water backwashing (air-water combined washing). During the process of bubble gathering and dispersing and hydraulic flushing, the fiber bundle filter material 5 is in a state of constant shaking, under the action of hydraulic force and rising air bubbles , get cleaned.
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Application publication date: 20140827 |