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CN114506934A - High-suspended matter mine water underground short-flow direct filtration treatment device and method - Google Patents

High-suspended matter mine water underground short-flow direct filtration treatment device and method Download PDF

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Publication number
CN114506934A
CN114506934A CN202111623768.0A CN202111623768A CN114506934A CN 114506934 A CN114506934 A CN 114506934A CN 202111623768 A CN202111623768 A CN 202111623768A CN 114506934 A CN114506934 A CN 114506934A
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water
mine water
communicated
self
cleaning filter
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何绪文
夏瑜
张春晖
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China University of Mining and Technology Beijing CUMTB
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • 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
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • 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
    • C02F2001/007Processes including a sedimentation step
    • 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
    • C02F2103/10Nature of the water, waste water, sewage or sludge to be treated from quarries or from mining activities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/04Flow arrangements
    • C02F2301/043Treatment of partial or bypass streams

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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

The invention relates to the technical field of mine water treatment, in particular to a high-suspended matter mine water underground short-flow direct filtration treatment device and method. Comprises a regulating reservoir which is suitable for storing mine water; the self-cleaning filter is communicated with the regulating tank and is suitable for primary filtering of mine water; and the ultrafiltration device is communicated with the self-cleaning filter and is suitable for carrying out secondary filtration on mine water, and a concentrated solution outlet of the ultrafiltration device is communicated with the regulating reservoir so that concentrated solution flows back to the regulating reservoir through a pump. The device has simple filtration process, small occupied area and low capital construction cost; no need of adding medicine, low treatment cost; is particularly suitable for downhole processing; the water consumption of the self-washing filter is small, and the concentrated solution of the ultrafiltration section flows back to the regulating tank for circular treatment, so that the water consumption is reduced, and the cost is further reduced; the treatment effect is good after twice filtration; the device can be used as a pretreatment module, is combined with units such as reverse osmosis and the like, can also be independently applied, is not limited by a use scene, and has wider application range.

Description

一种高悬浮物矿井水井下短流程直滤处理装置与方法A kind of high suspended solids mine water underground short flow straight filter treatment device and method

技术领域technical field

本发明涉及矿井水处理技术领域,尤其是一种高悬浮物矿井水井下短流程直滤处理装置及方法。The invention relates to the technical field of mine water treatment, in particular to an underground short-flow straight filtration treatment device and method for high suspended solids mine water.

背景技术Background technique

矿井水是开采煤炭时附属产生的,每开采1吨煤,约排放2.1 立方米矿井水。矿井水受开采影响带入煤和岩粉,含悬浮物和细菌等,必须经过处理后才能实现回用和资源化利用。我国大部分煤矿井的开采深度在数十米至数百米之间,若将矿井水加压至地面处理,存在耗电量过大、加压泵泵壳易损、上水管道压力过高、下水管道减压难度大的问题。因此井下处理、就地复用就是必然选择。Mine water is produced by coal mining. For every ton of coal mined, about 2.1 cubic meters of mine water is discharged. Mine water is affected by mining into coal and rock dust, containing suspended solids and bacteria, etc., and must be treated before it can be reused and utilized as resources. Most of the coal mines in my country have a mining depth of between tens of meters and hundreds of meters. If the mine water is pressurized to the ground for treatment, there will be excessive power consumption, vulnerable pump casings, and excessive pressure in the water supply pipeline. , The problem of difficulty in decompressing the sewer pipeline. Therefore, downhole processing and in-situ reuse are inevitable choices.

现有矿井水的常规处理技术涉及混凝、沉淀、过滤等处理,该常规处理方法流程长,处理时间长,成本高,已难满足矿井水井下高效、快速、经济的预处理要求。另有一种改良技术--高纤维过滤器,可用于高浓度悬浮物矿井水的处理,具有占地体积小的优点,但存在易堵塞、反冲洗频繁,纤维易结球、断丝,出水效果不佳等问题,仅适合在地方有限的运煤港口等特定场合下使用,不具备普适性和推广性。还有一种改良技术--混凝配合重介质分离技术,能够减小沉淀池的面积及沉淀时间,并能利用旋流除砂器实现重介质的回收,但其存在一方面仍需投加混凝剂和助凝剂处理,另一方面对高悬浮物进水的处理效果不佳等问题。The existing conventional treatment technology for mine water involves coagulation, sedimentation, filtration, etc. The conventional treatment method has long process flow, long treatment time and high cost, and it is difficult to meet the requirements of efficient, fast and economical pretreatment of mine water. There is another improved technology-high fiber filter, which can be used for the treatment of high-concentration suspended solids mine water. It has the advantages of small footprint, but it is easy to block, frequent backwashing, and the fibers are easy to ball and break. It is only suitable for use in specific occasions such as limited coal transportation ports, and it is not universal and popular. There is also an improved technology-coagulation combined with heavy medium separation technology, which can reduce the area of the sedimentation tank and the sedimentation time, and can use the cyclone desander to realize the recovery of the heavy medium, but on the one hand, it still needs to add and mix Coagulant and coagulation aid treatment, on the other hand, the treatment effect of high suspended solids influent is not good.

发明内容SUMMARY OF THE INVENTION

本发明要解决的技术问题在于克服现有技术中矿井水处理流程长、效果差、适用范围较窄的缺陷,从而提供一种高悬浮物矿井水井下短流程直滤处理装置及方法。The technical problem to be solved by the present invention is to overcome the defects of long mine water treatment process, poor effect and narrow scope of application in the prior art, so as to provide a high suspended solids mine water underground short-flow straight filtration treatment device and method.

本发明提供的高悬浮物矿井水井下短流程直滤处理装置,包括:The high suspended solids mine water underground short-flow straight filtration treatment device provided by the present invention includes:

调节池,适于储存矿井水;Adjustment pool, suitable for storing mine water;

自清洗过滤器,其与所述调节池连通,且适于对矿井水进行初次过滤;A self-cleaning filter, which is communicated with the regulating tank and is suitable for primary filtration of mine water;

超滤装置,其与所述自清洗过滤器连通,且适于对矿井水进行二次过滤,所述超滤装置的浓缩液出口与所述调节池连通,以使浓缩液回流至所述调节池内。Ultrafiltration device, which communicates with the self-cleaning filter and is suitable for secondary filtration of mine water, and the concentrated solution outlet of the ultrafiltration device is communicated with the adjustment tank, so that the concentrated solution is returned to the adjustment tank inside the pool.

可选的,所述调节池的底部适于与倾斜废弃巷道的上段连通,还包括:Optionally, the bottom of the adjustment tank is adapted to communicate with the upper section of the inclined waste roadway, and further includes:

回流机构,适于将所述倾斜废弃巷道产生的上清液回流至所述调节池内。The backflow mechanism is suitable for backflowing the supernatant generated by the inclined waste roadway into the adjustment tank.

可选的,所述调节池内固定有斜板。Optionally, an inclined plate is fixed in the adjustment tank.

可选的,所述调节池内固定有溢流堰,所述溢流堰将所述调节池分隔为储水区和待转区,所述储水区的上部通过所述溢流堰与所述待转区连通,所述储水区的底部适于与所述倾斜废气巷道连通,所述自清洗过滤器与所述待转区连通。Optionally, an overflow weir is fixed in the adjustment tank, the overflow weir divides the adjustment tank into a water storage area and a to-be-transfer area, and the upper part of the water storage area communicates with the overflow weir through the overflow weir. The to-be-transferred area is communicated, the bottom of the water storage area is adapted to communicate with the inclined exhaust gas tunnel, and the self-cleaning filter is communicated with the to-be-transferred area.

可选的,还包括:Optionally, also include:

进水机构,适于向所述储水区内输送矿井水;a water inlet mechanism, suitable for delivering mine water to the water storage area;

输水机构,适于将所述待转区内的矿井水输送至所述自清洗过滤器中;a water delivery mechanism, adapted to deliver the mine water in the to-be-transferred area to the self-cleaning filter;

液位传感器,安装在所述待转区内且适于检测所述待转区内水位;a liquid level sensor, installed in the to-be-turned area and adapted to detect the water level in the to-be-turned area;

控制装置,与所述进水机构、输水机构及液位传感器连接,所述控制器适于在收到高于预设最高液位的液位信号时控制所述进水机构停止动作,在收到低于预设最低液位的信号时精致所述输水机构停止动作。A control device, connected with the water inlet mechanism, the water delivery mechanism and the liquid level sensor, the controller is adapted to control the water inlet mechanism to stop when receiving a liquid level signal higher than the preset maximum liquid level, and when When receiving a signal lower than the preset minimum liquid level, the water delivery mechanism stops moving.

可选的,所述自清洗过滤器为盘式自清洗过滤器。Optionally, the self-cleaning filter is a disc-type self-cleaning filter.

可选的,所述超滤装置的超滤膜采用导电聚瓷膜。Optionally, the ultrafiltration membrane of the ultrafiltration device adopts a conductive polyceramic membrane.

本发明提供的高悬浮物矿井水井下短流程直滤处理方法,包括如下步骤:The high suspended solids mine water underground short-flow direct filtration treatment method provided by the present invention comprises the following steps:

S1.将矿井水导入调节池内进行沉淀;S1. Introduce the mine water into the adjustment tank for precipitation;

S2.将调节池内的矿井水导入自清洗过滤器,进行初步过滤;S2. Introduce the mine water in the conditioning tank into the self-cleaning filter for preliminary filtration;

S3.将自清洗过滤器过滤后的矿井水导入到超滤装置内,进行二次过滤;S3. Introduce the mine water filtered by the self-cleaning filter into the ultrafiltration device for secondary filtration;

S4.将超滤装置过滤后的浓缩液回流至调节池内。S4. Return the concentrated solution filtered by the ultrafiltration device to the adjustment tank.

可选的,将所述调节池置于倾斜废弃巷道的上方并使其底部与倾斜废弃巷道的上段连通,所述调节池内产生的污泥排至所述倾斜废弃巷道内,所述倾斜废弃巷道内产生的上清液回流至所述调节池内。Optionally, the adjustment tank is placed above the inclined waste roadway and its bottom is communicated with the upper section of the inclined waste roadway, the sludge generated in the adjustment tank is discharged into the inclined waste roadway, and the inclined waste roadway is discharged. The resulting supernatant is returned to the conditioning tank.

可选的,所述调节池内固定有溢流堰,所述溢流堰将所述调节池分隔为储水区和待转区;所述储水区的上部通过所述溢流堰与所述待转区连通,所述倾斜废弃巷道与所述储水区的底部连通,所述自清洗过滤器与所述待转区连通,在步骤S1中向储水区内注入矿井水。Optionally, an overflow weir is fixed in the adjustment tank, and the overflow weir divides the adjustment tank into a water storage area and a to-be-transfer area; the upper part of the water storage area communicates with the overflow weir through the overflow weir. The area to be transferred is connected, the inclined abandoned roadway is connected to the bottom of the water storage area, the self-cleaning filter is connected to the area to be transferred, and mine water is injected into the water storage area in step S1.

本发明技术方案,具有如下优点:The technical scheme of the present invention has the following advantages:

1.本发明的高悬浮物矿井水井下短流程直滤处理装置,包括调节池、自清洗过滤器及超滤装置,调节池内的矿井水经过自清洗过滤器及超滤装置完成两次过滤,并将超滤装置的浓缩液回流至调节池内重新处理。过滤流程简单,占地少,基建成本低;无需加药,处理成本低;自冲洗过滤器用水量少,超滤装置的浓缩液回流至调节池进行循环处理,降低废水量,进一步降低了成本;经过两次过滤,处理效果好;可作为预处理模块,与反渗透等单元结合,也可独立应用,不受于使用场景的限制,适用范围更广。1. The high suspended solids mine water underground short-flow straight filtration treatment device of the present invention comprises a conditioning tank, a self-cleaning filter and an ultrafiltration device, and the mine water in the conditioning tank is filtered twice through the self-cleaning filter and the ultrafiltration device, The concentrated solution of the ultrafiltration device is returned to the adjustment tank for reprocessing. The filtration process is simple, occupying less land, and the cost of infrastructure is low; no need to add chemicals, and the cost of treatment is low; the water consumption of the self-flushing filter is low, and the concentrated liquid of the ultrafiltration device is returned to the adjustment tank for recycling, reducing the amount of waste water and further reducing costs. ; After two filtrations, the treatment effect is good; it can be used as a preprocessing module, combined with reverse osmosis and other units, or can be used independently, not limited by the use scene, and has a wider range of applications.

2.本发明的高悬浮物矿井水井下短流程直滤处理装置,所述调节池底部与倾斜废弃巷道连通,倾斜废弃巷道用于收集所述调节池产生的沉淀物,产生的上清液回传至所述调节池内,减少了调节池的清理次数,操作更加简单。2. In the high suspended solids mine water underground short-flow straight filtration treatment device of the present invention, the bottom of the conditioning tank is communicated with the inclined waste roadway, and the inclined waste roadway is used to collect the sediment produced by the conditioning tank, and the supernatant produced is returned to the tank. It is transmitted to the adjustment tank, which reduces the cleaning times of the adjustment tank and makes the operation simpler.

3.本发明的高悬浮物矿井水井下短流程直滤处理装置,调节池内设有斜板,矿井水接触斜板后,悬浮物与水沿斜板的运行速度会产生差异,如此可加速悬浮物的聚集,从而在有限空间内实现悬浮物的高效处理。3. The high suspended solids mine water underground short-flow straight filtration treatment device of the present invention is provided with an inclined plate in the adjustment tank. After the mine water contacts the inclined plate, the running speed of the suspended solids and the water along the inclined plate will be different, so that the suspension can be accelerated. Therefore, it can realize the efficient treatment of suspended solids in a limited space.

4.本发明的高悬浮物矿井水井下短流程直滤处理装置,调节池内设有溢流堰,溢流堰将所述调节池分隔为储水区和待转区,所述储水区的上部通过所述溢流堰与所述待转区连通。储水区的液位必须高于溢流堰的最低液位要求才能进入待转区,一方面保证了储水区的液面高度,使其不至于过低,避免新注入的矿井水搅乱沉积的沉淀物,影响悬浮物的处理效率;另一方面,储水区内的矿井水经过一定的累积,到达一定液位后才能通过溢流堰进入待转区,减少了进入待转区的矿井水中悬浮物含量,利于后续过滤,提高了过滤效果。4. The high suspended solids mine water underground short-flow straight filtration treatment device of the present invention is provided with an overflow weir in the adjustment tank, and the overflow weir separates the adjustment tank into a water storage area and a to-be-transferred area. The upper part is communicated with the to-be-transferred area through the overflow weir. The liquid level in the water storage area must be higher than the minimum liquid level requirement of the overflow weir to enter the waiting area. On the one hand, the liquid level in the water storage area is ensured so that it will not be too low, and the newly injected mine water will not be disturbed and deposited. On the other hand, the mine water in the water storage area can only enter the waiting area through the overflow weir after a certain accumulation and reach a certain liquid level, which reduces the number of mines entering the waiting area. The content of suspended solids in the water is conducive to subsequent filtration and improves the filtration effect.

5.本发明的高悬浮物矿井水井下短流程直滤处理装置,还设有进水机构、输水机构、液位传感器和控制装置,所述液位传感器用于监测所述待转池内水位,所述控制装置适于根据液位计传感器检测液位信号控制所述进水机构和输水机构的动作,能够自动化的实现水位的监控,保证各部件正常运行,节省了人力,使用更加方便。5. The high suspended solids mine water underground short-flow straight filtration treatment device of the present invention is also provided with a water inlet mechanism, a water delivery mechanism, a liquid level sensor and a control device, and the liquid level sensor is used to monitor the water level in the to-be-turned pool , the control device is suitable for controlling the actions of the water inlet mechanism and the water delivery mechanism according to the liquid level signal detected by the liquid level gauge sensor, which can automatically realize the monitoring of the water level, ensure the normal operation of each component, save manpower, and be more convenient to use. .

6.本发明的高悬浮物矿井水井下短流程直滤处理装置,采用盘式自清洗过滤器,过滤效果好,清洗效率高。6. The high suspended solids mine water underground short-flow straight filtration treatment device of the present invention adopts a disc-type self-cleaning filter, which has good filtering effect and high cleaning efficiency.

7.本发明的高悬浮物矿井水井下短流程直滤处理装置,超滤装置采用导电聚瓷膜,膜表面超亲水疏油,具有抗污染、不结球、无断丝风险、极易清洗、耐热、耐酸碱、耐有机溶剂的优点。7. The high suspended solids mine water underground short-flow straight filtration treatment device of the present invention, the ultrafiltration device adopts a conductive polyceramic membrane, and the membrane surface is super hydrophilic and oleophobic, and has anti-pollution, no balling, no risk of wire breakage, and is extremely easy to use. The advantages of cleaning, heat resistance, acid and alkali resistance, and organic solvent resistance.

8.本发明还提供一种高悬浮物矿井水井下短流程直滤处理方法,是一种短程化、模块化、智能化、自动化的高效处理技术,可实现无人值守、无人开采、本质安全,特别适用于井下矿井水的处理。8. The present invention also provides a short-flow direct filtration treatment method for mine water with high suspended solids, which is a short-range, modular, intelligent, and automated high-efficiency treatment technology, which can realize unattended, unmanned mining, and natural Safe, especially suitable for the treatment of underground mine water.

附图说明Description of drawings

为了更清楚地说明本发明具体实施方式或现有技术中的技术方案,下面将对具体实施方式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,下面描述中的附图是本发明的一些实施方式,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 specific embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the accompanying drawings required in the description of the specific embodiments or the prior art. Obviously, the accompanying drawings in the following description The drawings are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained based on these drawings without creative efforts.

图1为本发明实施例中高悬浮物矿井水井下短流程直滤处理装置的示意图;Fig. 1 is the schematic diagram of the high suspended solids mine water underground short-flow straight filtration treatment device in the embodiment of the present invention;

图2为采用本发明实施例方法处理前后的矿井水浊度、悬浮物浓度图;Fig. 2 is the mine water turbidity and suspended matter concentration diagram before and after the method of the embodiment of the present invention is used for treatment;

图3为采用本发明实施例方法处理前后的矿井水悬浮物粒径分布图。FIG. 3 is a particle size distribution diagram of suspended solids in mine water before and after treatment by the method according to an embodiment of the present invention.

附图标记说明:Description of reference numbers:

1、调节池;11、斜板;12、溢流堰;13、储水区;14、待转区;2、自清洗过滤器;3、超滤装置;4、倾斜废弃巷道。1. Regulating tank; 11. Inclined plate; 12. Overflow weir; 13. Water storage area; 14. Transfer area; 2. Self-cleaning filter; 3. Ultrafiltration device; 4. Inclined abandoned roadway.

具体实施方式Detailed ways

下面将结合附图对本发明的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,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他实施例,都属于本发明保护的范围。The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

在本发明的描述中,需要说明的是,术语“中心”、“上”、“下”、“左”、“右”、“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。此外,术语“第一”、“第二”、“第三”仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc. The indicated orientation or positional relationship is based on the orientation or positional relationship shown in the accompanying drawings, which is only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the indicated device or element must have a specific orientation or a specific orientation. construction and operation, and therefore should not be construed as limiting the invention. Furthermore, the terms "first", "second", and "third" are used for descriptive purposes only and should not be construed to indicate or imply relative importance.

本发明实施例提供一种高悬浮物矿井水井下短流程直滤处理装置,参照图1,包括:The embodiment of the present invention provides an underground short-flow straight filtration treatment device for high suspended solids mine water. Referring to FIG. 1 , it includes:

调节池1,适于储存矿井水。调节池1主要用于调节水量、均匀水质、去除部分悬浮物,起到对水质变化的缓冲作用。The regulating pool 1 is suitable for storing mine water. The adjustment tank 1 is mainly used to adjust the water quantity, uniform the water quality, remove some suspended solids, and play a buffering effect on the water quality change.

自清洗过滤器2,其与所述调节池1连通,且适于对矿井水进行初次过滤。具体的,调节池1可高于自清洗过滤器2,矿井水利用自身势能进入自清洗过滤器2中进行过滤;或者调节池1通过泵将内部的矿井水泵送至自清洗过滤器2中;优选后者,因为通过泵可为自清洗过滤器2提供足够的压力,保证过滤顺畅进行。自清洗过滤器2,即能够完成自身清洗的过滤器,优选采用盘式自清洗过滤器,例如公告号为CN 210097075 U的专利所述。具体的,盘式自清洗过滤器的过滤精度优选采用50μm,其核心部件是叠放在一起的带沟槽或棱的聚丙烯盘片;过滤时,污水从外侧进入,过滤盘片在弹簧力和水力作用下被紧密地压在一起,大颗粒和粗纤维直接被拦截,实现表面过滤;较小的颗粒和纤维窜进沟纹孔后进入盘片内部,沿程孔隙逐渐减小,从而使细小颗粒和纤维被分别拦截在各通道的途中,实现深层过滤;过滤出水接至后续超滤装置3处理;过滤器采用时间或压差方式进行控制,实现全自动运行;压差控制方式利用进出水间的压差作为控制信号;随着悬浮物不断被拦截,压力损失迅速增加;当进出水口间的压差达到预设值,开始自动反冲洗过程;反洗过程中,所有盘片及盘片之间的小孔隙被松开;位于过滤芯中央的喷嘴沿切线喷水,使盘片旋转,在水流的冲刷与盘片高速旋转离心作用下,截留在盘片上的固体物被冲洗出去,经排污口排出;此后,反洗阀门恢复过滤位置,过滤芯上弹簧力再次压紧盘片,回复到过滤状态;装置可实现高速而彻底的反洗,只需数十秒即可完成,反洗耗水量极少,只占出水量的0.5%。The self-cleaning filter 2 communicates with the conditioning tank 1 and is suitable for primary filtration of mine water. Specifically, the adjustment tank 1 can be higher than the self-cleaning filter 2, and the mine water uses its own potential energy to enter the self-cleaning filter 2 for filtration; or the adjustment tank 1 pumps the internal mine water to the self-cleaning filter 2 through a pump; The latter is preferred because the self-cleaning filter 2 can be provided with sufficient pressure by the pump to ensure smooth filtration. The self-cleaning filter 2, that is, a filter capable of self-cleaning, preferably adopts a disc-type self-cleaning filter, as described in the patent with the publication number of CN 210097075 U. Specifically, the filtration precision of the disc self-cleaning filter is preferably 50 μm, and its core components are stacked polypropylene discs with grooves or edges; during filtration, sewage enters from the outside, and the filter discs are under the spring force. They are tightly pressed together under the action of hydraulic force, and large particles and coarse fibers are directly intercepted to achieve surface filtration; smaller particles and fibers enter the grooved holes and then enter the interior of the disc, and the pores gradually decrease along the way, so that the Fine particles and fibers are intercepted on the way of each channel to realize deep filtration; the filtered water is connected to the subsequent ultrafiltration device 3 for treatment; the filter is controlled by time or pressure difference to realize fully automatic operation; the pressure difference control method uses in and out The pressure difference between the water is used as a control signal; as the suspended matter is continuously intercepted, the pressure loss increases rapidly; when the pressure difference between the inlet and outlet reaches the preset value, the automatic backwashing process starts; during the backwashing process, all discs and The small pores between the discs are loosened; the nozzle located in the center of the filter element sprays water along the tangential line to make the discs rotate. It is discharged through the sewage outlet; after that, the backwash valve returns to the filtering position, the spring force on the filter element presses the disc again, and returns to the filtering state; the device can realize high-speed and thorough backwashing, which can be completed in only tens of seconds. The water consumption for washing is very small, accounting for only 0.5% of the water output.

超滤装置3,其与所述自清洗过滤器2连通,且适于对矿井水进行二次过滤,所述超滤装置3的浓缩液出口与所述调节池1连通以使浓缩液回流至所述调节池1内。超滤装置3的过滤膜优选采用导电聚瓷膜,膜表面超亲水疏油,具有抗污染、不结球、无断丝风险、极易清洗、耐热、耐酸碱、耐有机溶剂等特点;膜组件的进水格网采用“波纹”结构导流网,与传统菱形或平形格网相比,可承受高进水悬浮物含量(最高10000mg/L)、无死角、具有超低压降;超滤膜截留分子量为250KDa,孔径0.05μm,单片膜通量45-55L/h,产水率80%-95%。超滤装置3的浓缩液利用泵的提升作用回流至调节池1内。The ultrafiltration device 3 is communicated with the self-cleaning filter 2 and is suitable for secondary filtration of the mine water, and the concentrated solution outlet of the ultrafiltration device 3 is communicated with the adjustment tank 1 to make the concentrated solution flow back to in the adjustment tank 1. The filtration membrane of the ultrafiltration device 3 is preferably a conductive polyceramic membrane, and the membrane surface is super hydrophilic and oleophobic, with anti-pollution, no balling, no risk of wire breakage, easy cleaning, heat resistance, acid and alkali resistance, organic solvent resistance, etc. Features: The inlet grid of the membrane module adopts a "corrugated" structure diversion grid, which can withstand high suspended solids content in the inlet water (up to 10000mg/L) compared with traditional diamond or flat grids, no dead angle, and ultra-low pressure drop; The filter membrane has a molecular weight cut-off of 250KDa, a pore size of 0.05μm, a single-piece membrane flux of 45-55L/h, and a water production rate of 80%-95%. The concentrated solution of the ultrafiltration device 3 is returned to the regulating tank 1 by the lifting action of the pump.

本实施例的高悬浮物矿井水井下短流程直滤处理装置,过滤流程简单,占地少,基建成本低;无需加药,处理成本低;自冲洗过滤器用水量少,且超滤装置浓缩液回流至调节池1进行循环处理,降低废水量,进一步降低了成本;经过两次过滤,处理效果好;可作为预处理模块,与反渗透等单元结合,也可独立应用,不受于使用场景的限制,适用范围更广。The high suspended solids mine water underground short-flow direct filtration treatment device in this embodiment has simple filtration process, less land occupation, and low infrastructure cost; no need to add chemicals, and the treatment cost is low; the self-flushing filter consumes less water, and the ultrafiltration device concentrates The liquid is returned to the conditioning tank 1 for recycling treatment, which reduces the amount of waste water and further reduces the cost; after two filtrations, the treatment effect is good; it can be used as a pretreatment module, combined with reverse osmosis and other units, or can be used independently without being affected by the use of The limitations of the scene are applicable to a wider range.

作为一种改进方案:所述调节池1的底部适于与倾斜废弃巷道4的上段连通,处理装置还包括:回流机构,适于将所述倾斜废弃巷道4产生的上清液回流至所述调节池内。回流机构具体采用泵+管道的组合结构即可。倾斜废弃巷道4即倾斜布置的巷道,其端部并不开口,所以通过沉积可以产生上清液。使用时将调节池1置于倾斜废气巷道4的上方,调节池1产生的污泥进入倾斜废弃巷道4的上段,并在地势差的作用下实现自流。As an improved solution: the bottom of the adjustment tank 1 is adapted to communicate with the upper section of the inclined waste roadway 4, and the processing device further includes: a return mechanism, which is suitable for returning the supernatant generated by the inclined waste roadway 4 to the conditioning pool. The return mechanism can specifically adopt the combined structure of the pump and the pipeline. The inclined waste roadway 4 is an inclinedly arranged roadway, and the ends thereof are not open, so that supernatant liquid can be produced by sedimentation. When in use, the adjustment tank 1 is placed above the inclined waste gas roadway 4, and the sludge produced by the adjustment tank 1 enters the upper section of the inclined waste roadway 4, and realizes self-flow under the action of the terrain difference.

通过本改进方案,调节池1内的泥能够自动进行收集,不需人为监控,定期清理,降低了人工成本;并且,倾斜废弃巷道4内产生的上清液也能回流至调节池1内,进一步减少了废水量,降低了成本。Through this improved scheme, the mud in the adjustment tank 1 can be collected automatically without manual monitoring, and the regular cleaning reduces labor costs; in addition, the supernatant generated in the inclined abandoned roadway 4 can also be returned to the adjustment tank 1, The waste water volume is further reduced and the cost is reduced.

作为一种改进方案:所述调节池1内固定有斜板11。斜板11优选设置多个,并沿调节池1的长度或宽度方向平行分布。As an improved solution, a sloping plate 11 is fixed in the adjustment tank 1 . Preferably, a plurality of inclined plates 11 are provided and distributed in parallel along the length or width direction of the adjustment tank 1 .

通过采用本改进方案,当矿井水接触斜板11时,悬浮物与水沿斜板11 的运行速度会产生差异,如此可加速悬浮物的聚集,从而在有限空间内实现悬浮物的高效处理。By adopting the improved solution, when the mine water contacts the inclined plate 11, the running speed of the suspended matter and the water along the inclined plate 11 will be different, which can accelerate the accumulation of the suspended matter, thereby realizing the efficient treatment of the suspended matter in the limited space.

作为一种改进方案:所述调节池1内固定有溢流堰12,所述溢流堰12 将所述调节池1分隔为储水区13和待转区14,所述储水区13的上部通过所述溢流堰12与所述待转区14连通,所述储水区13的底部适于与所述倾斜废气巷道4连通,所述自清洗过滤器2与所述待转区14连通。使用时,将矿井水注入储水区13内进行储存,当储水区13内的水位高于通过溢流堰12所要求的最低液位时,储水区13内的矿井水便会通过溢流堰12进入待转区14。As an improved solution: an overflow weir 12 is fixed in the adjustment tank 1 , and the overflow weir 12 divides the adjustment tank 1 into a water storage area 13 and a to-be-transfer area 14 . The upper part is communicated with the waiting area 14 through the overflow weir 12 , the bottom of the water storage area 13 is suitable for communicating with the inclined exhaust gas tunnel 4 , and the self-cleaning filter 2 is connected with the waiting area 14 Connected. When in use, the mine water is injected into the water storage area 13 for storage. When the water level in the water storage area 13 is higher than the minimum liquid level required by the overflow weir 12, the mine water in the water storage area 13 will pass through the overflow. The weir 12 enters the to-be-turned zone 14 .

通过本改进方案,一方面保证了储水区13的液面高度,使其不至于过低,避免新注入的矿井水搅乱沉积的沉淀物,影响悬浮物的处理效率;另一方面,储水区13内的矿井水经过一定的累积,到达一定液位后才能通过溢流堰12进入待转区14,减少了进入待转区14的矿井水中悬浮物含量,利于后续过滤,提高了过滤效果。Through this improved scheme, on the one hand, the liquid level of the water storage area 13 is ensured so that it will not be too low, so as to avoid newly injected mine water from disturbing the deposited sediment and affecting the treatment efficiency of suspended solids; After a certain amount of accumulation, the mine water in the area 13 can enter the waiting area 14 through the overflow weir 12 after reaching a certain liquid level, which reduces the suspended solids content in the mine water entering the waiting area 14, which is beneficial to the subsequent filtration and improves the filtration effect. .

作为一种改进方案,处理装置还包括:As an improved solution, the processing device further includes:

进水机构,适于向所述储水区13内输送矿井水;a water inlet mechanism, suitable for transporting mine water into the water storage area 13;

输水机构,适于将所述待转区14内的矿井水输送至所述自清洗过滤器 2中;Water conveying mechanism, suitable for conveying the mine water in the to-be-transferred area 14 to the self-cleaning filter 2;

液位传感器,安装在所述待转区14内且适于检测所述待转区14内水位;a liquid level sensor, installed in the to-be-turned area 14 and adapted to detect the water level in the to-be-turned area 14;

控制装置,与所述进水机构、输水机构及液位传感器连接,所述控制器适于在收到高于预设最高液位的液位信号时控制所述进水机构停止动作,在收到低于预设最低液位的信号时精致所述输水机构停止动作。A control device, connected with the water inlet mechanism, the water delivery mechanism and the liquid level sensor, the controller is adapted to control the water inlet mechanism to stop when receiving a liquid level signal higher than the preset maximum liquid level, and when When receiving a signal lower than the preset minimum liquid level, the water delivery mechanism stops moving.

通过本改进方案,能够控制输水机构在水量不足时停止工作,避免损坏;也能够控制进水机构在水量过多时停止工作,防止调节池1溢流将淤泥积满后溢到整个泵站而损坏电控柜和保电机。Through the improved scheme, the water delivery mechanism can be controlled to stop working when the water volume is insufficient to avoid damage; the water inlet mechanism can also be controlled to stop working when the water volume is too large, so as to prevent the overflow of the regulating tank 1 from accumulating sludge and overflowing the entire pump station. Damage the electric control cabinet and the motor.

本发明实施例还提供一种高悬浮物矿井水井下短流程直滤处理方法,包括如下步骤:The embodiment of the present invention also provides a short-flow direct filtration treatment method for high suspended solids mine water, comprising the following steps:

S1.将矿井水导入调节池1内进行沉淀;S1. Introduce the mine water into the regulating tank 1 for precipitation;

S2.将调节池1内的矿井水导入自清洗过滤器2,进行初步过滤;S2. Introduce the mine water in the conditioning tank 1 into the self-cleaning filter 2 for preliminary filtration;

S3.将自清洗过滤器2过滤后的矿井水导入到超滤装置3内,进行二次过滤;S3. The mine water filtered by the self-cleaning filter 2 is introduced into the ultrafiltration device 3 for secondary filtration;

S4.将超滤装置3过滤后的浓缩液回流至调节池1内。S4. The concentrated solution filtered by the ultrafiltration device 3 is returned to the conditioning tank 1.

采用本实施例的处理方法,对悬浮物浓度为200-10000mg/L的矿井水进行处理时,如图2所示,处理后的矿井水的浊度、悬浮物浓度,处理后的浊度不高于15NTU,悬浮物浓度不高于5mg/L。When using the treatment method of this embodiment, when the mine water with the suspended solids concentration of 200-10000mg/L is treated, as shown in Figure 2, the turbidity and suspended solids concentration of the treated mine water are not equal to the turbidity after treatment. Above 15NTU, the concentration of suspended solids is not higher than 5mg/L.

采用本实施例的处理方法,对悬浮物浓度为2000mg/L的矿井水进行处理时,如图3所示,处理前后的矿井水悬浮物粒径分布,处理前矿井水悬浮物粒径小于10μm的悬浮物占60%以上,小于80μm的悬浮物占99%以上,处理后的悬浮物的粒径均小于1μm。When using the treatment method of this embodiment, when the mine water with a suspended solids concentration of 2000 mg/L is treated, as shown in Figure 3, the particle size distribution of the suspended solids in the mine water before and after treatment is less than 10 μm. More than 60% of the suspended solids are treated, and more than 99% of the suspended solids are less than 80 μm. The particle size of the treated suspended solids is all less than 1 μm.

进一步的,将所述调节池1置于倾斜废弃巷道4的上方且其底部与倾斜废弃巷道4的上段连通,所述调节池1内产生的污泥排至所述倾斜废弃巷道4内,所述倾斜废弃巷道4内产生的上清液回流至所述调节池1内。能够实现调节池1内污泥的自动方法,节省了人力;同时,将上清液回流至调节池1内循环处理,节省了耗水量,降低了成本。Further, the adjustment tank 1 is placed above the inclined abandoned roadway 4 and its bottom is communicated with the upper section of the inclined abandoned roadway 4, and the sludge generated in the adjustment tank 1 is discharged into the inclined abandoned roadway 4, so The supernatant liquid produced in the inclined waste roadway 4 is returned to the conditioning tank 1 . The automatic method for adjusting the sludge in the tank 1 can be realized, and manpower is saved; at the same time, the supernatant is returned to the adjustment tank 1 for circulating treatment, which saves water consumption and reduces costs.

进一步的,所述调节池1内固定有溢流堰12,所述溢流堰12将所述调节池1分隔为储水区13和待转区14;所述储水区13的上部通过所述溢流堰12与所述待转区14连通,所述倾斜废弃巷道4与所述储水区13的底部连通,所述自清洗过滤器2与所述待转区14连通,在步骤S1中向储水区13内注入矿井水。一方面保证了储水区13的液面高度,使其不至于过低,避免新注入的矿井水搅乱沉积的沉淀物,影响悬浮物的处理效率;另一方面,储水区13内的矿井水经过一定的累积,到达一定液位后才能通过溢流堰12进入待转区14,减少了进入待转区14的矿井水中悬浮物含量,利于后续过滤,提高了过滤效果。Further, an overflow weir 12 is fixed in the adjustment tank 1, and the overflow weir 12 divides the adjustment tank 1 into a water storage area 13 and a waiting area 14; the upper part of the water storage area 13 passes through the The overflow weir 12 is communicated with the to-be-transferred area 14, the inclined waste roadway 4 is communicated with the bottom of the water storage area 13, and the self-cleaning filter 2 is communicated with the to-be-transferred area 14, in step S1 Mine water is injected into the water storage area 13 in the middle direction. On the one hand, the height of the liquid level in the water storage area 13 is ensured so that it will not be too low, so as to avoid the newly injected mine water disturbing the deposited sediment and affecting the treatment efficiency of suspended matter; on the other hand, the mine in the water storage area 13 After a certain amount of accumulation, the water can enter the waiting area 14 through the overflow weir 12 after reaching a certain liquid level, which reduces the suspended solids content in the mine water entering the waiting area 14, facilitates subsequent filtration, and improves the filtration effect.

显然,上述实施例仅仅是为清楚地说明所作的举例,而并非对实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。而由此所引伸出的显而易见的变化或变动仍处于本发明创造的保护范围之中。Obviously, the above-mentioned embodiments are only examples for clear description, and are not intended to limit the implementation manner. For those of ordinary skill in the art, changes or modifications in other different forms can also be made on the basis of the above description. There is no need and cannot be exhaustive of all implementations here. And the obvious changes or changes derived from this are still within the protection scope of the present invention.

Claims (10)

1. The utility model provides a high suspended solid mine water short flow is straight strains processing apparatus in pit which characterized in that includes:
the adjusting tank (1) is suitable for storing mine water;
the self-cleaning filter (2) is communicated with the adjusting tank (1) and is suitable for primary filtering of mine water;
and the ultrafiltration device (3) is communicated with the self-cleaning filter (2) and is suitable for carrying out secondary filtration on mine water, and a concentrated solution outlet of the ultrafiltration device (3) is communicated with the adjusting tank (1) so that concentrated solution flows back into the adjusting tank (1) through a pump.
2. The underground short-flow direct filtration treatment device for high-suspended material mine water according to claim 1, wherein the bottom of the adjusting tank (1) is suitable for being communicated with the upper section of the inclined abandoned roadway (4), and further comprises:
and the backflow mechanism is suitable for enabling the supernatant generated by the inclined waste roadway (4) to flow back into the regulating reservoir.
3. The high suspended matter mine water underground short-flow direct filtration treatment device according to claim 1 or 2, characterized in that an inclined plate (11) is fixed in the adjusting tank (1).
4. The underground short-flow straight-filtering treatment device for high-suspended substance mine water according to claim 2, characterized in that an overflow weir (12) is fixed in the adjusting tank (1), the overflow weir (12) divides the adjusting tank (1) into a water storage area (13) and a to-be-transferred area (14), the upper part of the water storage area (13) is communicated with the to-be-transferred area (14) through the overflow weir (12), the bottom of the water storage area (13) is suitable for being communicated with the inclined abandoned roadway (4), and the self-cleaning filter (2) is communicated with the to-be-transferred area (14).
5. The high suspended matter mine water underground short-flow direct filtration treatment device according to claim 4, further comprising:
the water inlet mechanism is suitable for conveying mine water into the water storage area (13);
the water conveying mechanism is suitable for conveying mine water in the area (14) to be transferred into the self-cleaning filter (2);
the liquid level sensor is arranged in the zone (14) to be transferred and is suitable for detecting the water level in the zone (14) to be transferred;
the controller is suitable for controlling the water inlet mechanism to stop acting when receiving a liquid level signal higher than a preset maximum liquid level, and the water delivery mechanism stops acting delicately when receiving a signal lower than a preset minimum liquid level.
6. The high suspended matter mine water underground short flow direct filtration treatment device according to claim 1, wherein the self-cleaning filter (2) is a disc type self-cleaning filter.
7. The underground short-flow direct filtration treatment device for the high-suspended matter mine water according to claim 1, wherein an ultrafiltration membrane of the ultrafiltration device (3) is a conductive ceramic membrane.
8. A high suspended matter mine water underground short-flow direct filtration treatment method is characterized by comprising the following steps:
s1, introducing mine water into a regulating tank (1) for precipitation;
s2, leading the mine water in the regulating reservoir (1) into a self-cleaning filter (2) for primary filtration;
s3, guiding the mine water filtered by the self-cleaning filter (2) into an ultrafiltration device (3) for secondary filtration;
s4, refluxing the concentrated solution filtered by the ultrafiltration device (3) to the regulating tank (1).
9. The underground short-flow direct filtration treatment method for high-suspended material mine water according to claim 8, characterized in that the adjusting tank (1) is placed above the inclined abandoned roadway (4) and the bottom of the adjusting tank is communicated with the upper section of the inclined abandoned roadway (4), sludge generated in the adjusting tank (1) is discharged into the inclined abandoned roadway (4), and supernatant generated in the inclined abandoned roadway (4) flows back into the adjusting tank (1).
10. The underground short-flow direct filtration treatment method for high-suspended substance mine water according to claim 9, characterized in that an overflow weir (12) is fixed in the adjusting tank (1), and the overflow weir (12) divides the adjusting tank (1) into a water storage area (13) and a to-be-transferred area (14); the upper portion of the water storage area (13) is communicated with the to-be-transferred area (14) through the overflow weir (12), the inclined waste roadway (4) is communicated with the bottom of the water storage area (13), the self-cleaning filter (2) is communicated with the to-be-transferred area (14), and mine water is injected into the water storage area (13) in the step S1.
CN202111623768.0A 2020-12-28 2021-12-28 High-suspended matter mine water underground short-flow direct filtration treatment device and method Pending CN114506934A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115557572A (en) * 2022-09-23 2023-01-03 何绪文 A coal mine mine water treatment system
CN115745087A (en) * 2022-11-29 2023-03-07 北京天玛智控科技股份有限公司 Short-flow solid-liquid separation device and method
CN118387984A (en) * 2024-06-07 2024-07-26 高频(北京)科技股份有限公司 Semiconductor acid-base wastewater treatment system and method thereof
CN120841649A (en) * 2025-09-23 2025-10-28 山西中创科达环保科技有限公司 An ultrafiltration system for mine water treatment

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101177324A (en) * 2006-11-10 2008-05-14 中国矿业大学(北京) Mine water underground treatment system
CN101482005A (en) * 2009-02-02 2009-07-15 河南理工大学 Down-hole gross coal dirt-discharging and mine water treating combined process
WO2012055776A1 (en) * 2010-10-29 2012-05-03 Siemens Aktiengesellschaft Method for reprocessing mine waters
CN102491557A (en) * 2011-12-08 2012-06-13 中国矿业大学 Underground mine water treatment method
CN102815813A (en) * 2011-06-10 2012-12-12 天源环保有限公司 Pretreatment process for mine drainage water
CN205933453U (en) * 2016-07-13 2017-02-08 北京桑德环境工程有限公司 High recovery pit water recycling system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101177324A (en) * 2006-11-10 2008-05-14 中国矿业大学(北京) Mine water underground treatment system
CN101482005A (en) * 2009-02-02 2009-07-15 河南理工大学 Down-hole gross coal dirt-discharging and mine water treating combined process
WO2012055776A1 (en) * 2010-10-29 2012-05-03 Siemens Aktiengesellschaft Method for reprocessing mine waters
CN102815813A (en) * 2011-06-10 2012-12-12 天源环保有限公司 Pretreatment process for mine drainage water
CN102491557A (en) * 2011-12-08 2012-06-13 中国矿业大学 Underground mine water treatment method
CN205933453U (en) * 2016-07-13 2017-02-08 北京桑德环境工程有限公司 High recovery pit water recycling system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115557572A (en) * 2022-09-23 2023-01-03 何绪文 A coal mine mine water treatment system
CN115745087A (en) * 2022-11-29 2023-03-07 北京天玛智控科技股份有限公司 Short-flow solid-liquid separation device and method
CN118387984A (en) * 2024-06-07 2024-07-26 高频(北京)科技股份有限公司 Semiconductor acid-base wastewater treatment system and method thereof
CN120841649A (en) * 2025-09-23 2025-10-28 山西中创科达环保科技有限公司 An ultrafiltration system for mine water treatment

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