CN105625549B - A kind of multifunction system for oozing worry available for sponge urban rainwater, harvesting and purifying - Google Patents

A kind of multifunction system for oozing worry available for sponge urban rainwater, harvesting and purifying Download PDF

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CN105625549B
CN105625549B CN201610149617.9A CN201610149617A CN105625549B CN 105625549 B CN105625549 B CN 105625549B CN 201610149617 A CN201610149617 A CN 201610149617A CN 105625549 B CN105625549 B CN 105625549B
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biochar
layer
rainwater
bioretention
storage
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CN105625549A (en
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韩建刚
范弟武
朱咏莉
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China Soil Construction Ltd By Share Ltd
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Nanjing Forestry University
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/102Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins using already existing parts of the sewer system for runoff-regulation
    • 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
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • 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
    • C02F2103/001Runoff or storm water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/32Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F2201/00Details, devices or methods not otherwise provided for
    • E03F2201/10Dividing the first rain flush out of the stormwater flow
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Environmental & Geological Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Water Treatment By Sorption (AREA)
  • Road Paving Structures (AREA)

Abstract

本发明公开了一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,包括:生物滞留池及蓄水井。首先选取合适位置,开挖生物滞留池基坑及蓄水井,并在生物滞留池路面两侧5~10 cm处铺设开口立缘石带。所述生物滞留池自上而下依次包括:碎石覆盖层、植被种植土层、生物炭填料层和砾石排水层,并在四周及底部均铺设防渗薄膜。在砾石排水层铺设溢流管,上端溢流口高出碎石覆盖层5~10 cm,下端接市政排水管网。该系统运可用在住宅区、校园、停车场、公园、道路等地,不仅可蓄存雨水,还能减少雨水中的氮磷、重金属等污染物含量,达到再利用的目的,最终有效缓解城市内涝,并提高雨水利用效率。

The invention discloses a multifunctional system that can be used for rainwater infiltration, storage and purification in a sponge city, comprising: a biological retention tank and a water storage well. First, select a suitable location, excavate the bioretention tank foundation pit and storage well, and lay open edge stone belts at 5-10 cm on both sides of the bioretention tank road surface. The bioretention pond includes, from top to bottom, a crushed stone covering layer, a vegetation planting soil layer, a biochar filler layer and a gravel drainage layer, and an anti-seepage film is laid around and at the bottom. Lay the overflow pipe in the gravel drainage layer, the upper overflow port is 5~10 cm higher than the gravel cover layer, and the lower end is connected to the municipal drainage pipe network. The system can be used in residential areas, campuses, parking lots, parks, roads and other places. It can not only store rainwater, but also reduce the content of pollutants such as nitrogen, phosphorus, and heavy metals in rainwater, so as to achieve the purpose of reuse and finally effectively relieve urban pollution. prevent waterlogging and improve rainwater utilization efficiency.

Description

一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统A multifunctional system for rainwater infiltration, storage and purification in sponge cities

技术领域technical field

本发明属于城市雨水蓄积和净化技术领域,具体涉及到的是一种可用于海绵城市的雨水渗滤、集蓄与净化多功能系统领域。The invention belongs to the technical field of urban rainwater storage and purification, and specifically relates to the field of a rainwater infiltration, storage and purification multifunctional system that can be used in sponge cities.

技术背景technical background

海绵城市是指城市能够像海绵一样,在适应环境变化和应对自然灾害等方面具有良好的“弹性”,降雨时“渗水、蓄水、净水”,需要时将蓄积的水“释放”并加以利用。近年来,随着极端天气多发频发,我国许多城市遭遇强降雨后普遍存在内涝现象。最近,“海绵城市”的理念在解决城市内涝方面越来越多地受到关注,陆续被写入建设规划。以往我国治理城市内涝的方法和思路相对简单,多侧重于追求大面积硬质化路面、增设和扩大下渗设施和地下排水管道等,但这些只是以简单的方式对雨水进行空间转移,仍然属于对雨水的强排。近年来下沉式绿地、渗透塘、湿塘等开始受到关注并迅速建设,但由于填料相对单一,尽管一定程度上加速了雨水的下渗,但难以有效蓄存雨水,并对雨水进行净化和加以利用。因此,研究和开发能够高效、持续保障雨水下渗、蓄存、净化、回用的多功能装置和系统对海绵城市的建设显得尤为必要。Sponge city refers to a city that can be like a sponge and has good "elasticity" in adapting to environmental changes and responding to natural disasters. use. In recent years, with the frequent occurrence of extreme weather, waterlogging is common in many cities in my country after heavy rainfall. Recently, the concept of "sponge city" has attracted more and more attention in solving urban waterlogging, and has been written into construction plans one after another. In the past, the methods and ideas for controlling urban waterlogging in my country were relatively simple, focusing on the pursuit of large-area hardened pavement, adding and expanding infiltration facilities and underground drainage pipes, etc. Strong drainage of rainwater. In recent years, sunken greenbelts, infiltration ponds, wet ponds, etc. have begun to attract attention and have been rapidly constructed. However, due to the relatively single filler, although the infiltration of rainwater has been accelerated to a certain extent, it is difficult to effectively store rainwater and purify it. Take advantage of it. Therefore, the research and development of multifunctional devices and systems that can efficiently and continuously ensure rainwater infiltration, storage, purification, and reuse are particularly necessary for the construction of sponge cities.

因此,本发明是一种可用于海绵城市的雨水渗滤、集蓄与净化多功能系统,可以有效地蓄存城市雨水和地表径流,同时净化雨水,最终可以有效缓解城市内涝,节约水资源、提高雨水利用效率。Therefore, the present invention is a rainwater infiltration, storage and purification multifunctional system that can be used in sponge cities, which can effectively store urban rainwater and surface runoff, and purify rainwater at the same time, and finally can effectively alleviate urban waterlogging, save water resources, Improve rainwater utilization efficiency.

发明内容Contents of the invention

本发明的目的在于提供一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,以解决城市雨水不易被蓄积、以及蓄积过程中造成的二次污染的问题。本发明的最终目的是为了蓄存、净化和再利用城市雨水或地表径流,缓解城市内涝,节约水资源、提高雨水利用效率。The purpose of the present invention is to provide a multifunctional system that can be used for infiltration, storage and purification of rainwater in sponge cities, so as to solve the problem that urban rainwater is not easy to be accumulated and secondary pollution caused during the accumulation process. The ultimate purpose of the present invention is to store, purify and reuse urban rainwater or surface runoff, alleviate urban waterlogging, save water resources and improve rainwater utilization efficiency.

为解决以上技术问题,本发明采用的具体技术方案如下:For solving above technical problem, the concrete technical scheme that the present invention adopts is as follows:

一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:包括生物滞留池和蓄水井;A multifunctional system that can be used for infiltration, storage and purification of rainwater in sponge cities is characterized in that it includes bioretention tanks and water storage wells;

所述生物滞留池自上而下依次包括:碎石覆盖层、植被种植土层、生物炭填料层和砾石排水层;同时,在生物滞留池的内部四周及底部均铺设3~5cm防渗薄膜;所述生物炭填料层包括生物炭填料装置及生物炭改良土壤;The bioretention tank includes from top to bottom: gravel covering layer, vegetation planting soil layer, biochar filler layer and gravel drainage layer; at the same time, a 3-5cm anti-seepage film is laid around the interior of the bioretention tank and at the bottom ; The biochar filler layer includes a biochar filler device and biochar improved soil;

所述植被种植土层与生物炭填料层通过土工布相隔;所述砾石排水层铺设溢水管,上端连接溢流口、下端连接至市政排水管网;所述生物滞留池两侧分别设置有蓄水井,蓄水井的建设规格和数量依据当地常年降雨量或地表径流量以及生物滞留池的建设规模而确定;所述蓄水井通过地下管道与砾石排水层连通,用于储存净化后雨水。The vegetation planting soil layer and the biochar filler layer are separated by a geotextile; the gravel drainage layer is laid with an overflow pipe, the upper end is connected to the overflow port, and the lower end is connected to the municipal drainage pipe network; The construction specifications and quantity of water wells and water storage wells are determined according to the local annual rainfall or surface runoff and the construction scale of bioretention ponds; the water storage wells are connected with the gravel drainage layer through underground pipes to store purified rainwater .

所述蓄水井用于储存净化后雨水;所述生物滞留池与蓄水井连通;在生物滞留池距离路面两侧5~10cm处铺设有开口立缘石带,作为生物滞留池的进水口,同时截留一些体积较大的物质(如树枝、塑料袋等)。The water storage well is used to store purified rainwater; the bioretention tank is connected to the water storage well; an open edge stone belt is laid at a distance of 5 to 10 cm from both sides of the road surface in the bioretention tank as the water inlet of the bioretention tank, At the same time, some larger substances (such as branches, plastic bags, etc.) are intercepted.

所述植被种植土层土壤为生物炭改良土壤,即将土壤和生物炭按体积比9:1进行充分混合后的土壤,厚度为20~30cm,改良后的土壤一方面易于雨水下渗,另一方面利于植物的生长;所述生物炭是由稻壳、秸秆、杂草或林木下脚料在隔绝氧气下经300~600℃燃烧后制备而成。The soil in the vegetation planting soil layer is biochar-improved soil, that is, soil and biochar are fully mixed at a volume ratio of 9:1, and the thickness is 20-30 cm. The improved soil is easy to infiltrate rainwater on the one hand, and the other On the one hand, it is beneficial to the growth of plants; the biochar is prepared by burning rice husks, straws, weeds or forest leftovers at 300-600° C. in the absence of oxygen.

所述碎石覆盖层厚度为3~5cm,用以缓冲雨水对植被种植土层及植被根部的直接冲刷作用。The thickness of the crushed stone covering layer is 3-5 cm, which is used to buffer the direct scouring effect of rainwater on the vegetation planting soil layer and the roots of the vegetation.

所述生物炭填料装置由水泥材料制作,承压、耐压能力好,安全可靠;规格为:长×宽×高=50cm×50cm×60cm,壁厚为3~5cm;在生物炭填料装置各面均匀开12个透水圆孔,透水圆孔直径为8~10cm,相邻的透水圆孔心距为15±1cm;生物炭填料装置内填充生物炭42.2±8.1kg;同时为防止生物炭颗粒从透水圆孔漏出,在生物炭填料装置内侧四周铺垫一层土工布;生物炭填料装置与厚度为5~10cm的生物炭改良土壤间隔排列。The biochar filling device is made of cement material, has good pressure bearing and pressure resistance, and is safe and reliable; the specification is: length×width×height=50cm×50cm×60cm, and the wall thickness is 3-5cm; 12 permeable round holes are evenly opened on the surface, the diameter of the permeable round holes is 8-10cm, and the center distance between adjacent permeable round holes is 15±1cm; the biochar filling device is filled with 42.2±8.1kg of biochar; at the same time, to prevent biochar particles Leak out from the permeable round hole, lay a layer of geotextile around the inside of the biochar filler device; the biochar filler device and the biochar improved soil with a thickness of 5-10cm are arranged at intervals.

砾石排水层厚度为10~20cm,溢流管上端的溢流口高出碎石覆盖层5~10cm。The thickness of the gravel drainage layer is 10-20cm, and the overflow port at the upper end of the overflow pipe is 5-10cm higher than the gravel covering layer.

本发明对雨水的渗滤、集蓄和净化过程为:当雨水流进生物滞留池时,首先与开口立缘石带和生物滞留池碎石覆盖层接触,较大的物质被拦截,随后雨水下渗经植被种植土层得到初步净化,再透过土工布,继续经生物炭填料层,得以彻底地蓄积和净化;经生物炭填料层后的雨水通过砾石排水层进入到两侧的蓄水井中,蓄水井的建设规格和数量应当依据当地常年降雨量或地表径流量以及生物滞留池的建设规模而确定。当遇到暴雨天气,部分雨水会通过溢流口经溢流管进入市政排水管网中。The process of rainwater filtration, storage and purification in the present invention is as follows: when the rainwater flows into the bioretention pond, it first contacts with the open edge stone belt and the gravel covering layer of the bioretention pond, and the larger matter is intercepted, and then the rainwater flows into the bioretention pond. Seep through the vegetation planting soil layer to obtain preliminary purification, and then pass through the geotextile and continue to pass through the biochar filler layer to completely accumulate and purify; after passing through the biochar filler layer, the rainwater enters the storage wells on both sides through the gravel drainage layer , The construction specifications and quantity of water storage wells should be determined according to the local annual rainfall or surface runoff and the construction scale of bioretention ponds. In case of heavy rain, part of the rainwater will enter the municipal drainage pipe network through the overflow port and the overflow pipe.

本发明净化后的雨水可用于喷洒路面、植物和清洗车辆等。The rainwater purified by the invention can be used for spraying road surfaces, plants, cleaning vehicles and the like.

本发明具有有益效果。本发明通过采用土壤-植物-生物炭联用技术,使得该系统不但具有良好的蓄水性能,还具有高效、低成本的净化功能;本发明通过采用经生物炭改良后的土壤,使得土层结构更加疏松,一方面有利于雨水的下渗,同时使得雨水得到初步净化,提高进一步净化的效率;本发明通过采用雨水回流和蓄水系统(蓄水井),使得净化后的雨水可用作浇洒路面、清洗车辆和喷洒植被等,大大提高了雨水的资源化利用效率;本发明通过采用模块化的生物炭填料装置,只需将适量的生物炭置于填料装置中,然后将填料装置等距排布,使得操作简便灵活,即投即用,无需任何动力,具有较强的实用性;本发明通过采用稻壳、秸秆、杂草、林木下脚料等废弃物制备而成的生物炭,原材料丰富,并且大大降低了成本;本发明通过采用的生物炭作为填料,生物炭不仅吸附性能好,还能抗氧化、抗分解,使得生物炭在土壤中可留存几十年甚至上百年时间,持久耐用,还大大降低系统的维护成本。The invention has beneficial effects. The present invention adopts soil-plant-biochar combination technology, so that the system not only has good water storage performance, but also has high-efficiency, low-cost purification function; the present invention uses soil improved by biochar to make the soil layer The structure is more loose, on the one hand, it is beneficial to the infiltration of rainwater, and at the same time, the rainwater is initially purified, and the efficiency of further purification is improved; the present invention uses rainwater backflow and water storage system (water storage well), so that the purified rainwater can be used as Watering the road surface, cleaning vehicles and spraying vegetation, etc., have greatly improved the resource utilization efficiency of rainwater; the present invention adopts a modular biochar filling device, only needs to put an appropriate amount of biochar in the filling device, and then put the filling device The equidistant arrangement makes the operation simple and flexible, and it can be used immediately without any power, and has strong practicability; , the raw material is rich, and the cost is greatly reduced; the biochar used in the present invention as a filler not only has good adsorption performance, but also resists oxidation and decomposition, so that the biochar can be retained in the soil for decades or even hundreds of years , durable, but also greatly reduce system maintenance costs.

附图说明Description of drawings

图1为本发明系统的平面图Fig. 1 is the plan view of the system of the present invention

图2为本发明系统的侧视图Fig. 2 is a side view of the system of the present invention

图3为本发明系统的主视图Fig. 3 is the front view of the system of the present invention

图4-1为本发明系统的生物炭填料装置图Fig. 4-1 is the biochar filling device diagram of the system of the present invention

图4-2为本发明系统的生物炭填料装置主视图Fig. 4-2 is the front view of the biochar filling device of the system of the present invention

图4-3为本系统的生物炭填料装置侧视图Figure 4-3 is a side view of the biochar filling device of this system

图4-4为本发明系统的生物炭填料装置俯视图Fig. 4-4 is the top view of the biochar filling device of the system of the present invention

图中,1-地面,2-开口立缘石带,3-生物滞留池,4-生物炭填料装置,5-生物炭,6-防渗薄膜,7-蓄水井,8-碎石覆盖层,9-植被种植土层,10-土工布,11-砾石排水层,12-溢流口,13-溢流管接市政排水管网,14-渗透小孔,15-透水圆孔In the figure, 1- ground, 2- opening edge stone belt, 3- bioretention tank, 4- biochar filling device, 5- biochar, 6- anti-seepage film, 7- storage well, 8- gravel covering layer , 9-vegetation planting soil layer, 10-geotextile, 11-gravel drainage layer, 12-overflow outlet, 13-overflow pipe connected to municipal drainage pipe network, 14-permeable small hole, 15-permeable round hole

具体实施方式Detailed ways

下面结合附图和具体实施例对使本专业技术人员更全面地理解本发明,但本发明并不仅仅局限于此。The following will help those skilled in the art understand the present invention more fully in conjunction with the accompanying drawings and specific embodiments, but the present invention is not limited thereto.

本发明为一种可用于海绵城市的雨水渗滤、集蓄与净化多功能系统,可在居民住宅区、高校校园、停车场、公园、道路等设立此系统,具体包括以下步骤:The present invention is a rainwater infiltration, storage and purification multifunctional system that can be used in sponge cities. The system can be set up in residential areas, college campuses, parking lots, parks, roads, etc., and specifically includes the following steps:

首先选取合适的地势较低的位置,开挖生物滞留池3基坑以及用于储存净化后雨水的蓄水井7;Firstly, select a suitable low-lying position, excavate the bioretention pond 3 foundation pit and the water storage well 7 for storing purified rainwater;

(1)在生物滞留池3距离路面两侧5~10cm处铺设开口的立缘石带2,为生物滞留池3的进水口,同时截留一些体积较大的物质(如树枝、塑料袋等);(1) Lay open edge stone belts 2 at 5 to 10 cm from both sides of the road surface in the bioretention pond 3, which are the water inlet of the bioretention pond 3, and retain some larger materials (such as branches, plastic bags, etc.) at the same time;

(2)在生物滞留池3的内部四周及底部均铺设3~5cm防渗薄膜6;生物滞留池3自下而上依次布置为:砾石排水层11、生物炭填料层、植被种植土层9和碎石覆盖层8;(2) A 3-5 cm anti-seepage film 6 is laid around and at the bottom of the bioretention tank 3; the bioretention tank 3 is arranged sequentially from bottom to top: gravel drainage layer 11, biochar filler layer, and vegetation planting soil layer 9 and gravel overburden8;

(3)在防渗薄膜6上铺设10~20cm砾石排水层11,同时在该层铺设溢流管,溢流管上端溢流口12高出碎石覆盖层85~10cm,将一穿孔板固定于溢流口上端,下端接市政排水管网13;砾石排水层11通过地下管道与蓄水井3连通;(3) Lay a 10-20cm gravel drainage layer 11 on the anti-seepage film 6, and lay an overflow pipe on this layer at the same time. The upper end of the overflow port and the lower end are connected to the municipal drainage pipe network 13; the gravel drainage layer 11 communicates with the water storage well 3 through an underground pipeline;

(4)生物炭填料层包括生物炭填料装置4及生物炭改良土壤;生物炭填料装置4为水泥材料制作,承压、耐压能力好,安全可靠。规格为:长×宽×高=50cm×50cm×60cm,壁厚为3~5cm;在生物炭填料装置4各面均匀开12个透水圆孔15,透水圆孔(15)直径为8~10cm,相邻的圆孔心距为15cm;生物炭填料装置(4)内填充生物炭42.2±8.1kg;同时为防止生物炭颗粒从透水圆孔15漏出,在生物炭填料装置4内侧四周铺垫一层土工布10;生物炭填料装置4与厚度为5~10cm的生物炭改良土壤间隔排列;(4) The biochar filler layer includes a biochar filler device 4 and a biochar-improved soil; the biochar filler device 4 is made of cement material, has good pressure bearing and pressure resistance, and is safe and reliable. The specifications are: length × width × height = 50cm × 50cm × 60cm, the wall thickness is 3-5cm; 12 permeable round holes 15 are evenly opened on each side of the biochar filling device 4, and the diameter of the permeable round holes (15) is 8-10cm , the distance between adjacent round holes is 15cm; the biochar filling device (4) is filled with 42.2 ± 8.1kg of biochar; at the same time, in order to prevent the biochar particles from leaking out of the water-permeable round hole 15, a bedding layer is placed around the inside of the biochar filling device 4 layer geotextile 10; the biochar filling device 4 is arranged at intervals with the biochar improved soil with a thickness of 5-10 cm;

(5)生物炭填料层与植被种植土层9通过土工布10相隔;(5) The biochar filling layer is separated from the vegetation planting soil layer 9 by a geotextile 10;

(6)在植被种植土层9铺设厚度为20~30cm的生物炭改良土壤(体积比,土壤:生物炭=9:1,充分混合),改良后的土壤一方面易于雨水下渗,另一方面利于植物的生长;(6) laying biochar improved soil (volume ratio, soil: biochar=9:1, fully mixed) that thickness is 20~30cm in vegetation planting soil layer 9, and the soil after improvement is easy to infiltrate rainwater on the one hand, on the other hand conducive to the growth of plants;

(7)在植被种植土层9均匀铺设3~5cm厚度的碎石覆盖层8,起到缓冲雨水的作用。(7) On the vegetation planting soil layer 9, a crushed stone covering layer 8 with a thickness of 3 to 5 cm is evenly laid to play a role in buffering rainwater.

该发明利用植物、土壤和生物炭的吸附和净化能力对雨水进行综合处理,其过程为:The invention uses the adsorption and purification capabilities of plants, soil and biochar to comprehensively treat rainwater, and the process is as follows:

雨水流进生物滞留池3时,首先与开口立缘石带2和碎石覆盖层8接触,较大的物质被拦截,随后雨水下渗经植被种植土层9得到初步净化,透过土工布10,继续经生物炭填料层4,得以彻底地蓄积和净化,经生物炭填料层后的雨水通过砾石排水层11进入到两侧的蓄水井7中,蓄水井7的建设规格和数量应当依据当地常年降雨量或地表径流量以及生物滞留池3的建设规模而确定。净化后的雨水可用于喷洒路面、植物和清洗车辆等,当遇到暴雨天气,部分雨水会通过溢流口经溢流管流入市政排水管网中。When the rainwater flows into the bioretention tank 3, it first contacts with the open edge stone belt 2 and the crushed stone covering layer 8, and larger substances are intercepted, and then the rainwater seeps down through the vegetation planting soil layer 9 to be initially purified, and through the geotextile 10 , and continue to pass through the biochar filler layer 4 to be completely accumulated and purified. After the biochar filler layer, the rainwater enters the water storage wells 7 on both sides through the gravel drainage layer 11. The construction specifications and quantity of the water storage wells 7 should be It is determined according to the local annual rainfall or surface runoff and the construction scale of the bioretention pond 3 . The purified rainwater can be used to spray roads, plants, and clean vehicles, etc. In case of heavy rain, part of the rainwater will flow into the municipal drainage pipe network through the overflow port through the overflow pipe.

所述生物生物滞留池3应设置在地势相对较低处,保证雨水的下渗、蓄积和净化。The biological bioretention pond 3 should be set at a relatively low terrain to ensure the infiltration, storage and purification of rainwater.

可以根据实际建设生物滞留池的规格来确定种植植物的数量。植物种类可根据当地气候条件并结合生态特性等来确定。雨水处理流程:The number of plants to be planted can be determined according to the specifications of the actual construction of the bioretention tank. Plant species can be determined according to local climate conditions and ecological characteristics. Rainwater treatment process:

雨水→开口立缘石和碎石覆盖层缓冲→木本植被净化-→生物填料层蓄积和再净化→砾石排水层→经溢流管道流入市政排水管网或蓄水池→干净的雨水。Rainwater → open edge stone and crushed stone cover layer buffer → woody vegetation purification - → biochar filler layer accumulation and repurification → gravel drainage layer → flow into municipal drainage pipe network or reservoir through overflow pipe → clean rainwater.

以上所述仅表达了本发明的实施方式,并做了具体描述,但并不是本发明的限制,凡在本创意精神及原则之内所做的若干修改和改进,都应属于本创意的保护范围。The above only expresses the implementation mode of the present invention, and has made a specific description, but it is not a limitation of the present invention. All modifications and improvements made within the spirit and principles of this creative idea should belong to the protection of this creative idea. scope.

Claims (6)

1.一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:包括生物滞留池和蓄水井;1. A multifunctional system that can be used for rainwater infiltration, storage and purification in sponge cities, characterized in that it includes bioretention tanks and storage wells; 所述生物滞留池自上而下依次包括:碎石覆盖层、植被种植土层、生物炭填料层和砾石排水层;同时,在生物滞留池的内部四周及底部均铺设防渗薄膜;所述生物炭填料层包括生物炭填料装置及生物炭改良土壤;The bioretention tank comprises from top to bottom: gravel cover layer, vegetation planting soil layer, biochar filler layer and gravel drainage layer; at the same time, anti-seepage films are laid around the interior of the bioretention tank and at the bottom; The biochar filler layer includes a biochar filler device and biochar improved soil; 所述植被种植土层与生物炭填料层通过土工布相隔;所述砾石排水层铺设溢水管,上端连接溢流口、下端连接至市政排水管网;所述生物滞留池两侧分别设置有蓄水井,蓄水井的建设规格和数量依据当地常年降雨量或地表径流量以及生物滞留池的建设规模而确定;所述蓄水井通过地下管道与砾石排水层连通。The vegetation planting soil layer and the biochar filler layer are separated by a geotextile; the gravel drainage layer is laid with an overflow pipe, the upper end is connected to the overflow port, and the lower end is connected to the municipal drainage pipe network; The construction specifications and quantity of water wells and water storage wells are determined according to the local annual rainfall or surface runoff and the construction scale of the bioretention pond; the water storage wells are connected with the gravel drainage layer through underground pipelines. 2.根据权利要求1所述的一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:所述蓄水井用于储存净化后雨水;所述生物滞留池与蓄水井连通;在生物滞留池距离路面两侧5~10 cm处铺设有开口立缘石带,作为生物滞留池的进水口。2. A multifunctional system that can be used for rainwater infiltration, storage and purification in sponge cities according to claim 1, characterized in that: the storage well is used to store purified rainwater; the bioretention tank and The water storage well is connected; an open edge stone belt is laid at a distance of 5-10 cm from both sides of the road surface in the bioretention tank, which is used as the water inlet of the bioretention tank. 3.根据权利要求1所述的一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:所述植被种植土层土壤为生物炭改良土壤,即将土壤和生物炭按体积比9:1进行充分混合后的土壤,厚度为20~30 cm;所述生物炭是由稻壳、秸秆、杂草或林木下脚料在隔绝氧气下经300~600℃燃烧后制备而成。3. A kind of multifunctional system that can be used for rainwater infiltration, storage and purification of sponge city according to claim 1, characterized in that: the vegetation planting soil layer soil is biochar improved soil, that is, soil and biochar The soil is fully mixed according to the volume ratio of 9:1, and the thickness is 20-30 cm; the biochar is prepared by burning rice husks, straws, weeds or forest waste at 300-600 ° C under the isolation of oxygen to make. 4.根据权利要求1所述的一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:所述碎石覆盖层厚度为3~5 cm,用以缓冲雨水对植被种植土层及植被根部的直接冲刷作用。4. A multi-functional system that can be used for rainwater infiltration, storage and purification in sponge cities according to claim 1, characterized in that: the thickness of the gravel covering layer is 3-5 cm, which is used to buffer the impact of rainwater on Direct erosion of vegetation planting soil layer and vegetation roots. 5.根据权利要求1所述的一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:所述生物炭填料装置由水泥材料制作,承压、耐压能力好,安全可靠;规格为:长×宽×高=50 cm ×50 cm × 60 cm,壁厚为3~5 cm;在生物炭填料装置各面均匀开12个透水圆孔,透水圆孔直径为8~10 cm,相邻的透水圆孔心距为15±1cm;生物炭填料装置内填充生物炭42.2±8.1 kg;同时为防止生物炭颗粒从透水圆孔漏出,在生物炭填料装置内侧四周铺垫一层土工布;生物炭填料装置与厚度为5~10 cm的生物炭改良土壤间隔排列。5. A multifunctional system that can be used for rainwater infiltration, storage and purification in sponge cities according to claim 1, characterized in that: the biochar filling device is made of cement material, and has good pressure bearing and pressure resistance , safe and reliable; the specifications are: length × width × height = 50 cm × 50 cm × 60 cm, the wall thickness is 3~5 cm; 12 permeable round holes are evenly opened on each surface of the biochar filling device, and the diameter of the permeable round holes is 8~10 cm, the distance between the adjacent permeable round holes is 15±1cm; the biochar filling device is filled with 42.2±8.1 kg of biochar; at the same time, in order to prevent the leakage of biochar particles from the permeable round holes, around the inside of the biochar filler device Pave a layer of geotextile; the biochar filling device is arranged at intervals with the biochar-improved soil with a thickness of 5-10 cm. 6.根据权利要求1所述的一种可用于海绵城市雨水渗虑、集蓄与净化的多功能系统,其特征在于:砾石排水层厚度为10~20 cm,溢流管上端的溢流口高出碎石覆盖层5~10 cm。6. A multifunctional system that can be used for rainwater filtration, storage and purification in sponge cities according to claim 1, characterized in that: the thickness of the gravel drainage layer is 10-20 cm, and the overflow port at the upper end of the overflow pipe 5-10 cm higher than the gravel cover layer.
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