CN116621279A - A short-flow ultrafiltration membrane water purification device - Google Patents

A short-flow ultrafiltration membrane water purification device Download PDF

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Publication number
CN116621279A
CN116621279A CN202310726735.1A CN202310726735A CN116621279A CN 116621279 A CN116621279 A CN 116621279A CN 202310726735 A CN202310726735 A CN 202310726735A CN 116621279 A CN116621279 A CN 116621279A
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water
ultrafiltration membrane
tank
short
purification device
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杨磊三
李骏飞
李德强
周炜峙
马少博
李易
郭嘉湄
李刚
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Architectural Design and Research Institute of Guangdong Province
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/444Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/02Non-contaminated water, e.g. for industrial water supply
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

本发明公开一种短流程超滤膜净水装置,所述短流程超滤膜净水装置为叠合分布的多层土建构筑体,其包括位于最下层的清水池,在所述清水池的上层水平排列地依次分布有网格絮凝池、上向流斜管沉淀池以及浸没式超滤膜池,所述浸没式超滤膜池内设有多个超滤膜组件。该短流程超滤膜净水装置能够实现以浸没式超滤膜池为核心形成对原水的短流程深度净水处理,即形成深度净水处理的一种新的路线,对新建或提标改造自来水厂提供了更多的可行选择。与常规全过程深度处理装置相比,该短流程超滤膜净水装置简化了砂滤环节,集成絮凝、沉淀、超滤及清水池消毒调蓄为一体,占地面积明显缩小,提升出水水质,节省运行能耗,便于水厂运行管理。

The invention discloses a short-flow ultrafiltration membrane water purification device. The short-flow ultrafiltration membrane water purification device is a superimposed and distributed multi-layer civil structure, which includes a clear water pool located at the lowest layer, and the clear water pool The upper layer is horizontally arranged with a grid flocculation tank, an upward flow inclined tube sedimentation tank and a submerged ultrafiltration membrane tank, and a plurality of ultrafiltration membrane modules are arranged in the submerged ultrafiltration membrane tank. The short-process ultrafiltration membrane water purification device can realize the short-process deep water purification treatment of raw water with the submerged ultrafiltration membrane pool as the core, that is, a new route for deep water purification treatment, which is suitable for new construction or upgrading. Waterworks offers more viable options. Compared with conventional full-process advanced treatment devices, this short-process ultrafiltration membrane water purification device simplifies the sand filtration process, integrates flocculation, sedimentation, ultrafiltration, and clean water tank disinfection and storage as a whole, significantly reduces the occupied area, and improves the quality of effluent water , saving operating energy consumption and facilitating water plant operation and management.

Description

一种短流程超滤膜净水装置A short-flow ultrafiltration membrane water purification device

技术领域technical field

本发明涉及水处理技术领域,尤其涉及一种短流程超滤膜净水装置。The invention relates to the technical field of water treatment, in particular to a short-flow ultrafiltration membrane water purification device.

背景技术Background technique

以往自来水厂常规净水处理工艺为:水源→混凝→沉淀→过滤→消毒→用户,而随着《生活饮用水卫生标准》(GB5749-2022)的出台实施,其对饮用水中感官指标以及风险防控方面提出了更高的关注度,对净水出水水质也提出了更高的行业标准。常规净水处理工艺主要是以去除水中无机悬浮物以及大分子量有机物为主,而其对水体中小分子量、溶解性、亲水性、极性有机物,如氨氮、溶解性的有机碳、藻类等去除作用甚微,且对病原微生物截留能力不强,应对水源出现的微污染突发风险能力存在局限性。In the past, the conventional water purification treatment process of waterworks was: water source → coagulation → sedimentation → filtration → disinfection → user. In terms of risk prevention and control, a higher degree of attention has been put forward, and higher industry standards have been put forward for the quality of purified water. The conventional water purification treatment process is mainly to remove inorganic suspended solids and large molecular weight organic matter in water, while it removes small molecular weight, solubility, hydrophilic, and polar organic matter in water, such as ammonia nitrogen, dissolved organic carbon, algae, etc. The effect is minimal, and the ability to intercept pathogenic microorganisms is not strong, and there are limitations in the ability to deal with the sudden risk of micro-pollution in water sources.

故而为能够有效应对水源恶化问题及水质标准提升的迫切需求,越来越多的自来水厂逐步通过采用常规处理结合深度处理工艺以实现优质供水。目前臭氧活性炭工艺和超滤膜工艺及其组合联用的深度处理工艺在净水领域中最为常见。全流程深度处理工艺为:常规处理工艺+臭氧活性炭+超滤。臭氧活性炭工艺能去除溶解性有机物和溶解性有毒有害物质,可视为化学安全性方面保障的深度处理工艺;而超滤膜工艺能降低出厂水浑浊度、有效控制“两虫”,可视为生物安全性方面保障的深度处理工艺。在常规净水工艺基础上两者结合能够有效提升产水水质,应对突发的原水微污染风险。但新建自来水厂及老旧水厂提标改造往往面临用地紧张、投资受限等问题,无法做到全流程深度净水处理工艺,故发明人致力于改善或解决该问题。Therefore, in order to be able to effectively deal with the deterioration of water sources and the urgent need to improve water quality standards, more and more waterworks are gradually adopting conventional treatment combined with advanced treatment processes to achieve high-quality water supply. At present, the advanced treatment process of ozone activated carbon process, ultrafiltration membrane process and their combination is the most common in the field of water purification. The advanced treatment process of the whole process is: conventional treatment process + ozone activated carbon + ultrafiltration. The ozone activated carbon process can remove dissolved organic matter and dissolved toxic and harmful substances, which can be regarded as an advanced treatment process guaranteed in terms of chemical safety; while the ultrafiltration membrane process can reduce the turbidity of factory water and effectively control "two insects", which can be regarded as An advanced treatment process guaranteed in terms of biological safety. On the basis of the conventional water purification process, the combination of the two can effectively improve the quality of the produced water and deal with the sudden risk of micro-pollution of the raw water. However, new waterworks and upgrading of old waterworks often face problems such as land shortage and limited investment, and it is impossible to achieve a full-process deep water purification process. Therefore, the inventors are committed to improving or solving this problem.

发明内容Contents of the invention

有鉴于此,本发明提出一种短流程超滤膜净水装置,提供了新的净水路线尝试,占地面积明显缩小,提升出水水质,节省运行能耗,便于水厂运行管理。In view of this, the present invention proposes a short-flow ultrafiltration membrane water purification device, which provides a new water purification route attempt, significantly reduces the occupied area, improves the quality of effluent water, saves energy consumption in operation, and facilitates the operation and management of water plants.

本发明的技术方案是这样实现的:Technical scheme of the present invention is realized like this:

一种短流程超滤膜净水装置,所述短流程超滤膜净水装置为叠合分布的多层土建构筑体,所述短流程超滤膜净水装置包括位于最下层的清水池,在所述清水池的上层水平排列地依次分布有絮凝池、沉淀池以及浸没式超滤膜池,所述浸没式超滤膜池内设有多个超滤膜组件。A short-flow ultrafiltration membrane water purification device, the short-flow ultrafiltration membrane water purification device is a superimposed distribution of multi-layer civil structures, the short-flow ultrafiltration membrane water purification device includes a clear water pool located at the bottom, A flocculation tank, a sedimentation tank, and a submerged ultrafiltration membrane tank are arranged horizontally on the upper layer of the clear water tank, and a plurality of ultrafiltration membrane modules are arranged in the submerged ultrafiltration membrane tank.

作为所述短流程超滤膜净水装置的进一步可选方案,所述浸没式超滤膜池上方设有起吊单元。As a further optional solution of the short-flow ultrafiltration membrane water purification device, a lifting unit is provided above the submerged ultrafiltration membrane pool.

作为所述短流程超滤膜净水装置的进一步可选方案,所述起吊单元包括设置在所述浸没式超滤膜池上方的起吊机架以及设置在所述起吊机架上的电动单梁起重机。As a further option of the short-flow ultrafiltration membrane water purification device, the lifting unit includes a lifting frame arranged above the submerged ultrafiltration membrane pool and an electric single beam arranged on the lifting frame crane.

作为所述短流程超滤膜净水装置的进一步可选方案,所述絮凝池为网格絮凝池,所述网格絮凝池的输入端连接有原水进水管,所述网格絮凝池与所述上向流斜管沉淀池之间设有配水花墙,所述配水花墙的下部设有配水孔,所述网格絮凝池中的水通过所述配水孔进入所述上向流斜管沉淀池的底部。As a further option of the short-flow ultrafiltration membrane water purification device, the flocculation tank is a grid flocculation tank, the input end of the grid flocculation tank is connected to a raw water inlet pipe, and the grid flocculation tank is connected to the grid flocculation tank. A water distribution flower wall is arranged between the above-mentioned upward flow inclined tube sedimentation tanks, and the lower part of the water distribution flower wall is provided with a water distribution hole, and the water in the grid flocculation tank enters the upper part of the upward flow inclined tube sedimentation tank through the water distribution hole. bottom.

作为所述短流程超滤膜净水装置的进一步可选方案,所述沉淀池为上向流斜管沉淀池,所述上向流斜管沉淀池在水平方向上划分为沉淀区域和避空区域,所述沉淀区域的内部最下方划分为配水区,所述配水区上方设有支撑结构层,所述支撑结构层上方设有蜂窝斜管层,所述蜂窝斜管层的上方划分为清水区,所述清水区的上部设有沉淀池出水渠,所述沉淀池出水渠的两侧布置有多条集水槽;所述避空区域与所述沉淀区域内的配水区连通。As a further option of the short-flow ultrafiltration membrane water purification device, the sedimentation tank is an upward-flowing inclined tube sedimentation tank, and the upward-flowing inclined-tube sedimentation tank is divided into a sedimentation area and an air-avoiding area in the horizontal direction. area, the lower part of the sedimentation area is divided into a water distribution area, a support structure layer is arranged above the water distribution area, a honeycomb inclined tube layer is arranged above the support structure layer, and a clear water area is divided above the honeycomb inclined tube layer. Area, the upper part of the clear water area is provided with a sedimentation tank outlet channel, and a plurality of water collection tanks are arranged on both sides of the sedimentation tank outlet channel; the avoidance area is connected with the water distribution area in the sedimentation area.

作为所述短流程超滤膜净水装置的进一步可选方案,所述上向流斜管沉淀池上设有可移动的虹吸式吸泥机,所述虹吸式吸泥机上的吸泥组件从所述避空区域伸入所述配水区下部积泥区。As a further option of the short-flow ultrafiltration membrane water purification device, a movable siphon type dredger is provided on the upward flow inclined tube sedimentation tank, and the dredger assembly on the siphon type dredger is removed from the The avoidance area extends into the mud accumulation area at the lower part of the water distribution area.

作为所述短流程超滤膜净水装置的进一步可选方案,所述上向流斜管沉淀池和所述网格絮凝池的外侧设有排泥槽,所述虹吸式吸泥机将吸取的沉淀物排放至所述排泥槽中,所述网格絮凝池底部设有排泥管,所述网格絮凝池通过所述排泥管将沉淀物排放至所述排泥槽中;所述排泥槽通过排泥总管将沉淀物排出。As a further option of the short-flow ultrafiltration membrane water purification device, a mud discharge tank is provided on the outside of the upward flow inclined tube sedimentation tank and the grid flocculation tank, and the siphon type mud suction machine will suck The sediment is discharged into the mud discharge tank, and the bottom of the grid flocculation tank is provided with a mud discharge pipe, and the grid flocculation tank discharges the sediment into the mud discharge tank through the mud discharge pipe; The above-mentioned mud discharge tank discharges the sediment through the mud discharge main pipe.

作为所述短流程超滤膜净水装置的进一步可选方案,所述上向流斜管沉淀池与所述浸没式超滤膜池之间设有出水总渠道,所述沉淀池出水渠将水排入所述出水总渠道;所述浸没式超滤膜池的输入端连接有膜车间进水渠,所述出水总渠道将水排入所述膜车间进水渠;所述浸没式超滤膜池的输出端连接有产水管,所述产水管将水排入所述清水池。As a further optional scheme of the short-flow ultrafiltration membrane water purification device, a general outlet channel is provided between the upward flow inclined tube sedimentation tank and the submerged ultrafiltration membrane tank, and the outlet channel of the sedimentation tank drains the water Drain into the main water outlet channel; the input end of the submerged ultrafiltration membrane pool is connected to the water inlet channel of the membrane workshop, and the main water outlet channel discharges water into the water inlet channel of the membrane workshop; the submerged ultrafiltration membrane pool The output end of the outlet is connected with a water production pipe, and the water production pipe discharges water into the clear water pool.

作为所述短流程超滤膜净水装置的进一步可选方案,所述浸没式超滤膜池还包括反冲洗系统。As a further optional solution of the short-flow ultrafiltration membrane water purification device, the submerged ultrafiltration membrane pool further includes a backwashing system.

作为所述短流程超滤膜净水装置的进一步可选方案,所述清水池、絮凝池、沉淀池以及浸没式超滤膜池的数量均设有多组且并排设置。As a further optional solution of the short-flow ultrafiltration membrane water purification device, multiple groups of the clear water tanks, flocculation tanks, sedimentation tanks and submerged ultrafiltration membrane tanks are arranged side by side.

本发明的有益效果有:该短流程超滤膜净水装置能够实现以浸没式超滤膜池为核心形成对原水的短流程深度净水处理,即形成深度净水处理的一种新的路线,对新建或提标改造自来水厂提供了更多的可行选择。所谓短流程深度净水处理,即处理流程明显缩短,原水通过适当预处理(例如氧化、吸附、生化等)之后进入浸没式超滤膜池进行膜过滤,实现出水水质品质提升的深度处理;与常规全过程深度处理装置相比,该短流程超滤膜净水装置简化了砂滤环节,集成絮凝、沉淀、超滤及清水池消毒调蓄为一体,占地面积明显缩小,提升出水水质,节省运行能耗,便于水厂运行管理。The beneficial effects of the present invention are: the short-flow ultrafiltration membrane water purification device can realize the short-flow deep water purification treatment of raw water with the submerged ultrafiltration membrane pool as the core, that is, form a new route of deep water purification treatment , providing more feasible options for new construction or upgrading of waterworks. The so-called short-process deep water purification treatment means that the treatment process is significantly shortened, and the raw water enters the submerged ultrafiltration membrane tank for membrane filtration after proper pretreatment (such as oxidation, adsorption, biochemical, etc.), so as to achieve advanced treatment for improving the quality of effluent water; and Compared with conventional full-process advanced treatment devices, this short-process ultrafiltration membrane water purification device simplifies the sand filtration process, integrates flocculation, sedimentation, ultrafiltration, and clean water tank disinfection, regulation and storage as a whole, significantly reduces the occupied area, and improves the quality of effluent water. It saves energy consumption and facilitates the operation and management of water plants.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only These are some embodiments of the present invention. Those skilled in the art can also obtain other drawings based on these drawings without creative work.

图1为本发明一种短流程超滤膜净水装置的侧面剖视示意图;Fig. 1 is a side sectional schematic view of a short flow ultrafiltration membrane water purification device of the present invention;

图2为图1中A-A的剖视示意图;Fig. 2 is a schematic cross-sectional view of A-A in Fig. 1;

图3为图2中B-B的剖视示意图;Fig. 3 is a schematic cross-sectional view of B-B in Fig. 2;

图4为图3中C-C的剖视示意图Figure 4 is a schematic cross-sectional view of C-C in Figure 3

图5为图1中所述上向流斜管沉淀池的放大示意图;Fig. 5 is the enlarged schematic view of the upward flow inclined tube sedimentation tank described in Fig. 1;

图6为图2中所述上向流斜管沉淀池的放大示意图;Fig. 6 is the enlarged schematic view of the upward flow inclined tube sedimentation tank described in Fig. 2;

图7为所述虹吸式吸泥机设置在所述上向流斜管沉淀池内的横剖示意图;Fig. 7 is a cross-sectional schematic view of the siphon dredger installed in the upward-flowing inclined tube sedimentation tank;

图8为本发明的短流程深度净水处理流程示意图。Fig. 8 is a schematic diagram of a short-flow deep water purification treatment process of the present invention.

图中:1、清水池;11、供水管;2、网格絮凝池;21、原水进水管;22、配水花墙;221、配水孔;23、排泥管;3、上向流斜管沉淀池;31、沉淀区域;311、配水区;312、支撑结构层;313、蜂窝斜管层;314、清水区;315、集水槽;316、沉淀池出水渠;32、避空区域;33、虹吸式吸泥机;4、浸没式超滤膜池;41、膜车间进水渠;42、产水管;5、起吊单元;51、起吊机架;52、电动单梁起重机;6、排泥槽;61、排泥总管;7、出水总渠道。In the figure: 1. Clean water tank; 11. Water supply pipe; 2. Mesh flocculation tank; 21. Raw water inlet pipe; 22. Water distribution flower wall; 221. Water distribution hole; 23. Mud discharge pipe; pool; 31, sedimentation area; 311, water distribution area; 312, support structure layer; 313, honeycomb inclined tube layer; 314, clear water area; 315, sump; 316, sedimentation tank outlet channel; Siphon suction mud machine; 4. Submerged ultrafiltration membrane pool; 41. Inlet channel of membrane workshop; 42. Water production pipe; 5. Lifting unit; 51. Lifting frame; 52. Electric single-girder crane; ; 61, mud discharge main pipe; 7, water outlet main channel.

具体实施方式Detailed ways

下面将对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅是本发明的一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其它实施例,都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only some of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

在本发明的描述中,需要理解的是,术语“上”、“下”、“前”、“后”、“竖直”、“水平”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In describing the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "vertical", "horizontal", "inner", "outer" etc. indicate an orientation or The positional relationship is based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, Therefore, it should not be construed as limiting the invention.

在本发明中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”等术语应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或成一体;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或两个元件的相互作用关系。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本发明中的具体含义。In the present invention, unless otherwise clearly specified and limited, terms such as "installation", "connection", "connection" and "fixation" should be understood in a broad sense, for example, it can be a fixed connection or a detachable connection , or integrated; it can be mechanically connected or electrically connected; it can be directly connected or indirectly connected through an intermediary, and it can be the internal communication of two components or the interaction relationship between two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention according to specific situations.

参考图1-8,示出了一种短流程超滤膜净水装置,该短流程超滤膜净水装置为叠合分布的多层土建构筑体,其包括位于最下层的清水池1,在所述清水池1的上层水平排列地依次分布有絮凝池、沉淀池以及浸没式超滤膜池4,所述浸没式超滤膜池4内设有多个超滤膜组件(图未标记)。本实施例中,所述絮凝池采用网格絮凝池2,所述沉淀池采用上向流斜管沉淀池3.Referring to Figures 1-8, a short-flow ultrafiltration membrane water purification device is shown. The short-flow ultrafiltration membrane water purification device is a multi-layered civil structure that is superimposed and distributed, and it includes a clear water pool 1 located at the bottom. On the upper floor of the clear water pool 1, a flocculation tank, a sedimentation tank, and a submerged ultrafiltration membrane pool 4 are distributed successively in a horizontal arrangement, and a plurality of ultrafiltration membrane modules (not marked in the figure) are arranged in the submerged ultrafiltration membrane pool 4. ). In this embodiment, the flocculation tank adopts the grid flocculation tank 2, and the sedimentation tank adopts the upward flow inclined tube sedimentation tank 3.

具体的,参考图8,原水进入所述网格絮凝池2,所述网格絮凝池2创造合适的水力条件使具有絮凝性能的颗粒在相互接触中聚集,以形成较大的絮凝体(絮粒),从而分离原水中的悬浮物质及胶体物质;之后水进入所述上向流斜管沉淀池3,使得沉淀物在所述上向流斜管沉淀池3的底部沉淀;之后水进入所述浸没式超滤膜池4进行过滤,浸没式超滤膜池4本身具有占地面积小、功能集约化、出水水质稳定、自动化程度高等特点,能有效去除水体中的悬浮物、胶体等;之后水进入清水池1内进行消毒,最后水通过增压设施输送至供水用户;该短流程超滤膜净水装置能够实现以浸没式超滤膜池4为核心形成对原水的短流程深度净水处理,即形成深度净水处理的一种新的路线,对新建或提标改造自来水厂提供了更多的可行选择。所谓短流程深度净水处理,即处理流程明显缩短,原水通过适当预处理(例如氧化、吸附、生化等)之后进入浸没式超滤膜池4进行膜过滤,实现出水水质品质提升的深度处理;与常规全过程深度处理装置相比,该短流程超滤膜净水装置简化了砂滤环节,集成絮凝、沉淀、超滤及清水池1消毒调蓄为一体,占地面积明显缩小,提升出水水质,节省运行能耗,便于水厂运行管理。Specifically, with reference to Fig. 8, the raw water enters the grid flocculation tank 2, and the grid flocculation tank 2 creates suitable hydraulic conditions to allow particles with flocculation performance to gather in mutual contact to form larger flocs (flocculation) Particles), thereby separating suspended matter and colloidal matter in the raw water; water enters the described upflow inclined tube settling tank 3 afterwards, so that sediment settles at the bottom of the described upward flow inclined tube settling tank 3; water enters the said upflow inclined tube settling tank 3 afterwards The submerged ultrafiltration membrane pool 4 is used for filtration. The submerged ultrafiltration membrane pool 4 itself has the characteristics of small footprint, intensive functions, stable effluent quality, and high degree of automation, and can effectively remove suspended solids and colloids in the water body; Afterwards, the water enters the clear water pool 1 for disinfection, and finally the water is transported to the water supply user through the pressurization facility; Water treatment, that is, a new route of advanced water purification treatment, provides more feasible options for new construction or upgrading of waterworks. The so-called short-process deep water purification treatment means that the treatment process is significantly shortened, and the raw water enters the submerged ultrafiltration membrane pool 4 for membrane filtration after proper pretreatment (such as oxidation, adsorption, biochemical, etc.), so as to realize advanced treatment for improving the quality of effluent water; Compared with conventional full-process advanced treatment devices, this short-process ultrafiltration membrane water purification device simplifies the sand filtration process, integrates flocculation, sedimentation, ultrafiltration, and clean water tank 1 disinfection, regulation and storage as a whole, significantly reduces the occupied area, and improves the water output. Improve water quality, save energy consumption, and facilitate water plant operation and management.

上述方案具体的,所述浸没式超滤膜池4还包括反冲洗系统(图未标记),通过所述反冲洗系统将所述超滤膜组件上的累积在膜外表面的颗粒冲走,重新降低所述超滤膜组件的跨膜压差,恢复所述超滤膜组件的过滤性能。Specifically, the submerged ultrafiltration membrane tank 4 also includes a backwash system (not marked in the figure), through which the particles accumulated on the outer surface of the membrane on the ultrafiltration membrane module are washed away, The transmembrane pressure difference of the ultrafiltration membrane module is reduced again, and the filtration performance of the ultrafiltration membrane module is recovered.

在一些具体的实施方式中,参考图1,所述浸没式超滤膜池4上方设有起吊单元5。具体的,所述起吊单元5包括设置在所述浸没式超滤膜池4上方的起吊机架51以及设置在所述起吊机架51上的电动单梁起重机52。其中,所述超滤膜组件安装前的干重2.5t左右,运行后湿重4t左右,所述起吊单元5能够用于所述超滤膜组件的首次起吊安装,也能够用于所述超滤膜组件在运行若干时限后的起吊替换安装;该短流程超滤膜净水装置为叠合分布的多层土建构筑体,而所述浸没式超滤膜池4位于一定高度,所述起吊单元5能够为所述浸没式超滤膜池4的建设、维护带来巨大的便利效果。In some specific implementations, referring to FIG. 1 , a lifting unit 5 is provided above the submerged ultrafiltration membrane tank 4 . Specifically, the lifting unit 5 includes a lifting frame 51 arranged above the submerged ultrafiltration membrane pool 4 and an electric single-girder crane 52 arranged on the lifting frame 51 . Wherein, the dry weight of the ultrafiltration membrane module before installation is about 2.5t, and the wet weight after operation is about 4t. The lifting unit 5 can be used for the first lifting and installation of the ultrafiltration membrane module, and can also be used for the The lifting and replacement installation of the filter membrane module after running for a certain period of time; the short-flow ultrafiltration membrane water purification device is a multi-layer civil structure with superimposed distribution, and the submerged ultrafiltration membrane pool 4 is located at a certain height, and the lifting The unit 5 can bring great convenience to the construction and maintenance of the submerged ultrafiltration membrane pool 4 .

参考图1和图2,所述网格絮凝池2的输入端连接有原水进水管21,原水从所述原水进水管21进入所述网格絮凝池2;再参考图5,所述网格絮凝池2与所述上向流斜管沉淀池3之间设有配水花墙22,所述配水花墙22的下部设有配水孔221,所述网格絮凝池2中的水通过所述配水孔221进入所述上向流斜管沉淀池3的底部。其中,所述配水花墙22能够使流量均匀地分布在进水截面上,从而减少对所述上向流斜管沉淀池3的扰动。With reference to Fig. 1 and Fig. 2, the input end of described grid flocculation tank 2 is connected with raw water inlet pipe 21, and raw water enters described grid flocculation tank 2 from described raw water inlet pipe 21; Referring to Fig. 5 again, described grid A water distribution flower wall 22 is provided between the flocculation tank 2 and the upward flow inclined tube sedimentation tank 3, and a water distribution hole 221 is provided at the lower part of the water distribution flower wall 22, and the water in the grid flocculation tank 2 passes through the water distribution hole 221 enters the bottom of the upward flow inclined tube sedimentation tank 3. Wherein, the water distribution flower wall 22 can evenly distribute the flow on the water inlet section, thereby reducing disturbance to the upward flow inclined tube sedimentation tank 3 .

参考图2、图5、图6和图7,所述上向流斜管沉淀池3在水平方向上划分为沉淀区域31和避空区域32,所述沉淀区域31的内部最下方划分为配水区311,所述配水区311上方设有支撑结构层312,所述支撑结构层312上方设有蜂窝斜管层313,所述蜂窝斜管层313的上方划分为清水区314,所述清水区314的上部设有沉淀池出水渠316,所述沉淀池出水渠316的两侧布置有多条集水槽315;其中,沉淀物沉淀在所述沉淀区域31内的配水区311,而水在所述清水区314中由所述集水槽315进行收集,并沿所述集水槽315汇集至所述沉淀池出水渠316;Referring to Fig. 2, Fig. 5, Fig. 6 and Fig. 7, the upward flow inclined tube sedimentation tank 3 is divided into a sedimentation area 31 and an avoidance area 32 in the horizontal direction, and the innermost part of the sedimentation area 31 is divided into a water distribution area. Area 311, above the water distribution area 311 is provided with a support structure layer 312, above the support structure layer 312 is provided with a honeycomb inclined tube layer 313, above the honeycomb inclined tube layer 313 is divided into a clear water area 314, the clear water area The upper part of 314 is provided with sedimentation tank outlet channel 316, and the two sides of described sedimentation tank outlet channel 316 are arranged with a plurality of sump tanks 315; Collected by the sump 315 in the clear water area 314, and collect to the sedimentation tank outlet channel 316 along the sump 315;

另外,所述避空区域32与所述沉淀区域31内的配水区311连通。所述上向流斜管沉淀池3上设有可移动的虹吸式吸泥机33,所述虹吸式吸泥机33上的吸泥组件从所述避空区域32伸入所述配水区下部积泥区;换而言之,所述虹吸式吸泥机33在所述避空区域内移动,不会被所述蜂窝斜管层313、集水槽315等结构阻挡,能够将聚集在所述配水区311底部的沉淀物吸走。In addition, the avoidance area 32 communicates with the water distribution area 311 in the sedimentation area 31 . A movable siphon dredger 33 is provided on the upward flow inclined tube sedimentation tank 3, and the dredger assembly on the siphon dredger 33 extends from the avoidance area 32 into the lower part of the water distribution area. Mud accumulation area; in other words, the siphon type mud suction machine 33 moves in the said avoidance area, will not be blocked by structures such as the honeycomb inclined tube layer 313, the sump 315, and can gather in the The sediment at the bottom of the distribution area 311 is sucked away.

参考图3和图5,所述上向流斜管沉淀池3和所述网格絮凝池2的外侧设有排泥槽6,所述虹吸式吸泥机33将从所述避空区域32内吸取的沉淀物排放至所述排泥槽6中,所述网格絮凝池2底部设有排泥管23,所述网格絮凝池2通过所述排泥管23将沉淀物排放至所述排泥槽6中;所述排泥槽6通过排泥总管61将沉淀物排出。Referring to Fig. 3 and Fig. 5, the outside of the upward flow inclined tube sedimentation tank 3 and the grid flocculation tank 2 is provided with a mud discharge tank 6, and the siphon type mud suction machine 33 will remove from the empty area 32 The sediment sucked in is discharged into the mud discharge tank 6, and the bottom of the grid flocculation tank 2 is provided with a mud discharge pipe 23, and the grid flocculation tank 2 discharges the sediment to the sludge discharge pipe 23. In the mud discharge tank 6; the mud discharge tank 6 discharges the sediment through the mud discharge main pipe 61.

在一些具体的实施方式中,参考图1-4,所述清水池1、网格絮凝池2、上向流斜管沉淀池3以及浸没式超滤膜池4的数量均设有多组且并排设置;而参考图2,所述上向流斜管沉淀池3与所述浸没式超滤膜池4之间设有出水总渠道7,所述沉淀池出水渠316将水排入所述出水总渠道7;所述浸没式超滤膜池4的输入端连接有膜车间进水渠41,所述出水总渠道7将水排入所述膜车间进水渠41;所述浸没式超滤膜池4的输出端连接有产水管42,所述产水管42将水排入所述清水池1。所述出水总渠道7能够将多组上向流斜管沉淀池3排出的水进行汇集,再对多组浸没式超滤膜池4进行均匀配水;在所述浸没式超滤膜池4中,待过滤水体利用其液面与下部的所述清水池1内的水体液面高度差作为动力,从而通过所述超滤膜组件的膜丝进入所述产水管42汇集;而所述产水管42可以将过滤后的水体输入所述清水池1内;参考图4,所述清水池1内设有多道导流墙,使得清水池1内的水路更长,为水提供足够的消毒时间,最后水从所述供水管11排出。In some specific embodiments, with reference to Figures 1-4, the number of the clear water tank 1, the grid flocculation tank 2, the upward flow inclined tube sedimentation tank 3 and the submerged ultrafiltration membrane tank 4 are all provided with multiple groups and Arranged side by side; And with reference to Fig. 2, be provided with outlet main channel 7 between described upflow inclined tube sedimentation tank 3 and described submerged ultrafiltration membrane tank 4, described sedimentation tank outlet channel 316 is discharged into the described The main water outlet channel 7; the input end of the submerged ultrafiltration membrane pool 4 is connected to the membrane workshop inlet channel 41, and the water outlet channel 7 discharges water into the membrane workshop inlet channel 41; the submerged ultrafiltration membrane The output end of the tank 4 is connected with a water production pipe 42 , and the water production pipe 42 discharges water into the clear water tank 1 . The main water outlet channel 7 can collect the water discharged from the settling tanks 3 of upward flow inclined tubes, and then evenly distribute water to the multiple sets of submerged ultrafiltration membrane pools 4; in the submerged ultrafiltration membrane pools 4 , the water body to be filtered utilizes the liquid level difference between its liquid level and the water level in the clear water pool 1 of the lower part as power, so that the membrane thread of the ultrafiltration membrane module enters the water production pipe 42 and collects; and the water production pipe 42. The filtered water can be imported into the clear water pool 1; with reference to Fig. 4, multiple diversion walls are provided in the clear water pool 1, so that the water path in the clear water pool 1 is longer and sufficient disinfection time is provided for the water , and finally the water is discharged from the water supply pipe 11.

以上所述仅为本发明的较佳实施方式而已,并不用以限制本发明,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the scope of the present invention. within the scope of protection.

Claims (10)

1.一种短流程超滤膜净水装置,其特征在于,所述短流程超滤膜净水装置为叠合分布的多层土建构筑体,所述短流程超滤膜净水装置包括位于最下层的清水池,在所述清水池的上层依次排列地分布有絮凝池、沉淀池以及浸没式超滤膜池,所述浸没式超滤膜池内设有多个超滤膜组件。1. A short-flow ultrafiltration membrane water purification device, characterized in that, the short-flow ultrafiltration membrane water purification device is a multi-layered civil structure that is superimposed and distributed, and the short-flow ultrafiltration membrane water purification device includes a The lowermost clear water tank, on the upper layer of the clear water tank, is arranged in sequence with a flocculation tank, a sedimentation tank and a submerged ultrafiltration membrane tank, and a plurality of ultrafiltration membrane modules are arranged in the submerged ultrafiltration membrane tank. 2.根据权利要求1所述的短流程超滤膜净水装置,其特征在于,所述浸没式超滤膜池上方设有起吊单元。2. The short-flow ultrafiltration membrane water purification device according to claim 1, characterized in that a lifting unit is provided above the submerged ultrafiltration membrane pool. 3.根据权利要求2所述的短流程超滤膜净水装置,其特征在于,所述起吊单元包括设置在所述浸没式超滤膜池上方的起吊机架以及设置在所述起吊机架上的电动单梁起重机。3. short process ultrafiltration membrane water purifier according to claim 2, is characterized in that, described hoisting unit comprises the hoisting frame that is arranged on above described submerged ultrafiltration membrane pond and is arranged on described hoisting frame electric single-girder crane. 4.根据权利要求1所述的短流程超滤膜净水装置,其特征在于,所述絮凝池为网格絮凝池,所述网格絮凝池的输入端连接有原水进水管,所述网格絮凝池与所述上向流斜管沉淀池之间设有配水花墙,所述配水花墙的下部设有配水孔,所述网格絮凝池中的水通过所述配水孔进入所述上向流斜管沉淀池的底部。4. The short-flow ultrafiltration membrane water purification device according to claim 1, wherein the flocculation tank is a grid flocculation tank, and the input end of the grid flocculation tank is connected with a raw water inlet pipe, and the network A water distribution flower wall is provided between the grid flocculation tank and the upward flow inclined tube sedimentation tank, and the lower part of the water distribution flower wall is provided with a water distribution hole, and the water in the grid flocculation tank enters the upward flow through the water distribution hole. The bottom of the inclined tube sedimentation tank. 5.根据权利要求4所述的短流程超滤膜净水装置,其特征在于,所述沉淀池为上向流斜管沉淀池,所述上向流斜管沉淀池在水平方向上划分为沉淀区域和避空区域,所述沉淀区域的内部最下方划分为配水区,所述配水区上方设有支撑结构层,所述支撑结构层上方设有蜂窝斜管层,所述蜂窝斜管层的上方划分为清水区,所述清水区的上部设有沉淀池出水渠,所述沉淀池出水渠的两侧布置有多条集水槽;所述避空区域与所述沉淀区域内的配水区连通。5. The short-flow ultrafiltration membrane water purification device according to claim 4, wherein the settling tank is an upward flow inclined tube settling tank, and the upward flow inclined tube settling tank is divided into horizontally The sedimentation area and the avoidance area, the innermost part of the sedimentation area is divided into a water distribution area, a support structure layer is arranged above the water distribution area, a honeycomb inclined pipe layer is arranged above the support structure layer, and the honeycomb inclined pipe layer The upper part of the clear water area is divided into a clear water area, and the upper part of the clear water area is provided with a sedimentation tank outlet channel, and a plurality of water collection tanks are arranged on both sides of the sedimentation tank outlet channel; the avoidance area and the water distribution area in the sedimentation area connected. 6.根据权利要求5所述的短流程超滤膜净水装置,其特征在于,所述上向流斜管沉淀池上设有可移动的虹吸式吸泥机,所述虹吸式吸泥机上的吸泥组件从所述避空区域伸入所述配水区下部积泥区。6. The short-flow ultrafiltration membrane water purification device according to claim 5, wherein a movable siphon type suction machine is provided on the described upward flow inclined tube sedimentation tank, and the The mud suction assembly extends from the avoidance area into the mud accumulation area at the lower part of the water distribution area. 7.根据权利要求6所述的短流程超滤膜净水装置,其特征在于,所述上向流斜管沉淀池和所述网格絮凝池的外侧设有排泥槽,所述虹吸式吸泥机将吸取的沉淀物排放至所述排泥槽中,所述网格絮凝池底部设有排泥管,所述网格絮凝池通过所述排泥管将沉淀物排放至所述排泥槽中;所述排泥槽通过排泥总管将沉淀物排出。7. The short flow ultrafiltration membrane water purification device according to claim 6, characterized in that, the outside of the upward flow inclined tube sedimentation tank and the grid flocculation tank is provided with a mud discharge tank, and the siphon type The dredger discharges the sucked sediment into the mud discharge tank, and the bottom of the grid flocculation tank is provided with a mud discharge pipe, and the grid flocculation tank discharges the sediment to the drain through the mud discharge pipe. In the mud tank; the mud discharge tank discharges the sediment through the mud discharge main pipe. 8.根据权利要求6所述的短流程超滤膜净水装置,其特征在于,所述上向流斜管沉淀池与所述浸没式超滤膜池之间设有出水总渠道,所述沉淀池出水渠将水排入所述出水总渠道;所述浸没式超滤膜池的输入端连接有膜车间进水渠,所述出水总渠道将水排入所述膜车间进水渠;所述浸没式超滤膜池的输出端连接有产水管,所述产水管将水排入所述清水池。8. The short-flow ultrafiltration membrane water purification device according to claim 6, characterized in that, a total water outlet channel is provided between the upward flow inclined tube sedimentation tank and the submerged ultrafiltration membrane tank, and the sedimentation The water outlet channel of the pool discharges water into the main water outlet channel; the input end of the submerged ultrafiltration membrane pool is connected to the water inlet channel of the membrane workshop, and the main water outlet channel discharges water into the water inlet channel of the membrane workshop; the submerged The output end of the type ultrafiltration membrane pool is connected with a water production pipe, and the water production pipe discharges water into the clear water pool. 9.根据权利要求1所述的短流程超滤膜净水装置,其特征在于,所述浸没式超滤膜池还包括反冲洗系统。9. The short-flow ultrafiltration membrane water purification device according to claim 1, characterized in that, the submerged ultrafiltration membrane pool further comprises a backwashing system. 10.根据权利要求1-9任意一项所述的短流程超滤膜净水装置,其特征在于,所述清水池、絮凝池、沉淀池以及浸没式超滤膜池的数量均设有多组且并排设置。10. according to claim 1-9 any one described short process ultrafiltration membrane water purification device, it is characterized in that, the quantity of described clear water pond, flocculation pond, settling pond and submerged ultrafiltration membrane pond are all provided with multiple group and set side by side.
CN202310726735.1A 2023-06-19 2023-06-19 A short-flow ultrafiltration membrane water purification device Pending CN116621279A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117566964A (en) * 2023-12-28 2024-02-20 安徽舜禹水务股份有限公司 A modular integrated water purification system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117566964A (en) * 2023-12-28 2024-02-20 安徽舜禹水务股份有限公司 A modular integrated water purification system

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