CN107585866A - An underwater sand-retaining ridge constructed with porous concrete and a method for intercepting and controlling algae - Google Patents
An underwater sand-retaining ridge constructed with porous concrete and a method for intercepting and controlling algae Download PDFInfo
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Abstract
一种用多孔混凝土构筑的水下拦沙埂及拦截控制藻类的方法,涉及水体生态修复领域,采用具有内部多孔特征的混凝土块体构筑拦沙埂的排体,拦沙埂主体结构淹没于水下或与常水位齐平,主轴向平行于岸边或与岸边之间有夹角而不与岸边相连,排体之间紧密相连或构筑成凹槽形、马蹄形或丁字形,在排体上或排体间的凹槽内及拦沙埂与岸边之间水域种植水生植物或湿生植物,在拦沙埂与岸边之间水域撒播碎石、水生植物种子,让水生植物繁衍,在拦沙埂与岸边之间的过渡区放养或自然生长鲢、鳙等滤食性鱼类。该发明融合拦截和控制藻类、消浪养滩、水景建设、生物多样性保育和水质净化为一体,提供了拦控藻类、岸边稳固、消浪和景观水体水景建设的新思路。
An underwater sand-blocking ridge constructed with porous concrete and a method for intercepting and controlling algae, relating to the field of water body ecological restoration, adopts concrete blocks with internal porous characteristics to construct the discharge body of the sand-blocking ridge, and the main structure of the sand-blocking ridge is submerged in water below or at the same level as the normal water level, the main axis is parallel to the shore or there is an angle between the shore and not connected to the shore, and the rows are closely connected or formed into a groove shape, horseshoe shape or T-shape. Aquatic plants or wet plants are planted on the row body or in the groove between the row bodies and in the waters between the sand-blocking ridge and the bank, and gravel and aquatic plant seeds are spread in the water between the sand-blocking ridge and the bank, so that the aquatic plants Breeding, stocking or natural growth of filter-feeding fish such as silver carp and bighead carp in the transition area between the sand-blocking ridge and the shore. The invention integrates the interception and control of algae, wave dissipation and beach maintenance, waterscape construction, biodiversity conservation and water quality purification, and provides new ideas for interception and control of algae, shore stability, wave dissipation and landscape waterscape construction.
Description
技术领域technical field
本发明涉及地表自然或人工水体生态修复领域,具体为一种用多孔混凝土构筑的水下拦沙埂及拦截和控制藻类的方法。The invention relates to the field of ecological restoration of natural or artificial water bodies on the surface, in particular to an underwater sand-retaining ridge constructed with porous concrete and a method for intercepting and controlling algae.
背景技术Background technique
水下拦沙埂是一种常用的用于岸边消浪和防护的构筑物,然而,传统的水下拦沙埂没有全面考虑拦截和控制藻类、水景建设、生物多样性保育和水质净化等功能,且多采用抛石、桩体(钢桩、木桩或水泥桩)或普通混凝土构筑,不利于岸边区或景观水体生物多样性的保育,拦截和控制藻类效果较弱。Underwater sand barrier is a commonly used structure for shore wave dissipation and protection. However, traditional underwater sand barrier does not fully consider the functions of intercepting and controlling algae, waterscape construction, biodiversity conservation, and water purification. , and most of them are built with riprap, piles (steel piles, wooden piles or cement piles) or ordinary concrete, which is not conducive to the conservation of biodiversity in shore areas or landscape water bodies, and the effect of intercepting and controlling algae is weak.
发明内容Contents of the invention
为了克服传统水下拦沙埂的上述缺陷,本发明提供了一种多功能水下拦沙埂,用于拦截和控制藻类、岸边养护和景观水体水景建设,提升岸边区或景观水体的水质和生物多样性。本发明是主轴方向平行于岸边或与岸边之间有夹角而不与岸边相连,主体结构淹没于水下或与常水位齐平,用以拦截和控制藻类、消减波能并保护岸边带的结构物。In order to overcome the above-mentioned defects of the traditional underwater sand barrier, the present invention provides a multifunctional underwater sand barrier, which is used to intercept and control algae, shore maintenance and landscape water landscape construction, and improve the quality of the shore area or landscape water body. Water quality and biodiversity. In the present invention, the main axis direction is parallel to the shore or there is an angle between the shore and not connected to the shore, and the main structure is submerged under water or flush with the constant water level to intercept and control algae, reduce wave energy and protect Shore structures.
本发明的技术方案是采用具有内部多孔特征的混凝土块体,即多孔混凝土块体(多孔混凝土的单个独立结构),构筑水下拦沙埂的排体(水下拦沙埂的单个独立结构)。多孔混凝土的配料为水泥、碎石、水,其质量比为1∶8∶0.3~0.4。多孔混凝土配料中碎石的粒径为20~30mm。将混凝土块体加工成具有内部多孔的块体结构,把块体的上、下方开成浅槽状,便于放置种植土和水生植物或湿生植物的种子。单个多孔混凝土块体其平面投影形状为三角形、矩形、正方形、五边形、六边形、八边形、圆形。多孔混凝土块体彼此紧挨着或镶嵌排列组成排体。排体其平面投影形状为直线型、流线型、弧型、弯曲型。排体的纵剖面(与岸边垂直方向)轮廓为梯形或钟形,能够较好地消能和减弱波浪冲击。在横轴方向上(与岸边平行方向)排体与排体之间紧挨着,或留有空隙。在纵轴方向上(垂直岸边方向)排体的数量不限,彼此之间紧挨着或构筑成凹槽形、马蹄形或丁字形结构。在水下拦沙埂的设置区需要首先开挖一地基区域,铺设土工织物作为垫层,然后将多孔混凝土块体按秩序放入,在构筑好的拦沙埂两侧堆放碎石,对水下拦沙埂的排体起保护作用。在水下拦沙埂上部凹槽中撒放种植土,然后是水生植物或湿生植物的种子,再撒上种植土作为保护。拦沙埂与岸边之间的直线距离为2m至2km。在拦沙埂和岸边之间的过渡区域堆放碎石,撒上种植土,选择性地种植景观植物或水生植物或湿生植物,在过渡区内或种植物,抑或不种植物,任其自然繁衍水生植物。在水下拦沙埂上种植水生植物或湿生植物的作用一方面是产生景观效果,另一方面是进一步消浪消能,再者是能够有效拦截和控制藻类,为岸边区营造一个静水环境,使得在其中沉降的泥沙上能够自然繁衍其他水生植物。水生植物或湿生植物的选择要满足消浪护岸功能的、环境的和管理方面的需要。其种类为沉水植物、浮叶植物或挺水植物,或湿生植物。在风浪较大区域,水下拦沙埂的排体在纵向上彼此之间设计为留有凹槽,其中投放适量碎石和种植土,然后撒放水生植物或湿生植物种子,以防止种植土和水生植物或湿生植物的种子被水冲刷。水下拦沙埂中留有的凹槽和缝隙为鱼类等水生生物提供巢穴和掩蔽场所,在水下拦沙埂与岸边之间的过渡区放养或自然生长鲢、鳙等滤食性鱼类,起到进一步有效控制藻类的目的。综合起来,依靠拦沙埂本身或其上、拦沙埂与岸边之间区域或其间生长的植物能够起到较好的拦截、控制水中的藻类的目的。构筑了水下拦沙埂的岸边区逐步成为生物多样的环境,也对水质起到了净化作用。通过在岸边区域或景观水体构筑水下拦沙埂群,实现消浪固岸和强化水景建设的目的。The technical solution of the present invention is to adopt the concrete block with internal porous characteristics, that is, the porous concrete block (single independent structure of porous concrete), to construct the row body of the underwater sand-holding ridge (single independent structure of the underwater sand-holding ridge) . The ingredients of the porous concrete are cement, gravel and water, and the mass ratio thereof is 1:8:0.3-0.4. The particle size of the gravel in the porous concrete batching is 20-30mm. The concrete block is processed into a block structure with internal pores, and the top and bottom of the block are opened into shallow grooves, which are convenient for placing planting soil and seeds of aquatic plants or wet plants. The plane projection shape of a single porous concrete block is triangle, rectangle, square, pentagon, hexagon, octagon and circle. Porous concrete blocks are arranged next to each other or inlaid to form rows. The plane projection shape of the row body is linear, streamlined, arc-shaped, and curved. The profile of the longitudinal section (perpendicular to the shore) of the row body is trapezoidal or bell-shaped, which can better dissipate energy and reduce wave impact. In the direction of the transverse axis (parallel to the bank), the rows of bodies are next to each other, or there are gaps. There is no limit to the number of row bodies in the direction of the longitudinal axis (vertical shore direction), and they are next to each other or built into groove-shaped, horseshoe-shaped or T-shaped structures. In the setting area of the underwater sand-blocking ridge, it is necessary to excavate a foundation area first, lay geotextile as a cushion, then put the porous concrete blocks in order, and pile gravel on both sides of the constructed sand-blocking ridge. The discharge body of the lower sand-blocking ridge plays a protective role. Sprinkle planting soil in the upper groove of the underwater sand barrier ridge, then the seeds of aquatic plants or wet plants, and then sprinkle planting soil as protection. The straight-line distance between the sand-blocking ridge and the shore is 2m to 2km. Stack gravel in the transitional area between the sand barrier and the bank, sprinkle planting soil, selectively plant landscape plants or aquatic plants or wet plants, or plant plants in the transitional area, or do not plant plants, let them Natural reproduction of aquatic plants. The role of planting aquatic plants or wet plants on the underwater sand barrier ridge is to produce landscape effects on the one hand, and to further dissipate waves and energy on the other hand, and to effectively intercept and control algae to create a still water for the shore area. environment, so that other aquatic plants can naturally multiply on the silt settled therein. The selection of aquatic plants or wet plants should meet the functional, environmental and management needs of wave breaking and revetment. The species are submerged plants, floating plants or emergent plants, or hygrophytes. In areas with strong wind and waves, the rows of underwater sand ridges are designed to leave grooves between each other in the longitudinal direction, in which appropriate amount of gravel and planting soil are placed, and then aquatic plants or wet plant seeds are scattered to prevent planting. The seeds of soil and aquatic plants or wet plants are washed by water. The grooves and gaps left in the underwater sand-barrier ridge provide nests and shelters for aquatic organisms such as fish, and filter-feeding fish such as silver carp and bighead carp are stocked or naturally grown in the transition zone between the underwater sand-barrier ridge and the shore class, to further effectively control the purpose of algae. To sum up, relying on the sand-blocking ridge itself or on it, the area between the sand-blocking ridge and the shore, or the plants growing therebetween can better intercept and control the algae in the water. The shore area where the underwater sand barrier is constructed gradually becomes a biologically diverse environment, which also plays a role in purifying the water quality. By constructing underwater sand-blocking ridge groups in the shore area or landscape water body, the purpose of reducing waves and strengthening the shore and strengthening the construction of waterscapes can be achieved.
附图说明Description of drawings
图1是单个水下拦沙埂的平面形状示意图。从左至右分别为直线型、流线型、弧型,具体构筑形状根据不同岸边地貌结构、景观要求、水流动力学等情况来确定。Fig. 1 is a schematic plan view of a single underwater sand-blocking ridge. From left to right, they are linear, streamlined, and arc-shaped. The specific building shapes are determined according to different shore landform structures, landscape requirements, and hydrodynamics.
图2是水下拦沙埂的排体在横向、纵向上的排布方式示意图。水下拦沙埂的排体在与岸边垂直方向上(纵向)的排列为单排或多排,排与排之间紧密相连,或留有空隙从而在排体之间形成凹槽。水下拦沙埂的排体在与岸边平行方向上(横向)彼此之间紧密相连或留有空隙。Fig. 2 is a schematic diagram of the horizontal and vertical arrangement of the row bodies of the underwater sand retaining ridge. The rows of underwater sand-blocking ridges are arranged in a single row or multiple rows in the vertical direction (longitudinal) to the bank, and the rows are closely connected, or gaps are left to form grooves between the rows. The row bodies of the underwater sand retaining ridge are closely connected with each other or leave gaps in the direction parallel to the bank (transverse direction).
图3是水下拦沙埂至岸边的纵剖面示意图。在水下拦沙埂的两侧、水下拦沙埂至岸边之间的底质上铺设碎石,作用是防止底质在波浪和水流作用下发生再悬浮,并增加水生植物或湿生植物根系在底质上的固扎力度。Fig. 3 is a schematic longitudinal section view from the underwater sand retaining ridge to the shore. On both sides of the underwater sand-blocking ridge, and on the bottom between the underwater sand-blocking ridge and the shore, crushed stones are laid to prevent the bottom from resuspension under the action of waves and currents, and to increase the number of aquatic plants or wet growth. The strength of plant roots on the substrate.
图4、图5为水下拦沙埂的纵剖面示意图。图4为单排,图5为双排。在水下拦沙埂上方、排体与排体之间凹槽内种植水生植物或湿生植物,从而达到拦截和控制藻类、景观美化和水质净化的目的。Fig. 4 and Fig. 5 are schematic longitudinal sections of the underwater sand-blocking ridge. Figure 4 is a single row, and Figure 5 is a double row. Aquatic plants or wet plants are planted on the top of the underwater sand-blocking ridge and in the groove between the row bodies, so as to achieve the purpose of intercepting and controlling algae, landscaping and water purification.
具体实施方式detailed description
下面以实例并结合附图详细阐述本发明。The present invention will be described in detail below with examples and in conjunction with the accompanying drawings.
实施例1:Example 1:
在城市景观水体,如城市公园、宾馆水池、广场喷泉等地方,采取用多孔混凝土构筑的水下拦沙埂来营造多样化的景观。由于城市水体中风浪、水流作用通常较小,水下拦沙埂的外观形状设计得较为复杂多变。单块多孔混凝土块体参考尺寸:50cm×50cm×10cm;单个排体的尺寸不定,因地制宜;块体间距为0~2cm;如果多排,排体间距为0~50cm。在水下拦沙埂的排体两侧用碎石堆砌成楔形斜坡,对排体起保护作用。在水下拦沙埂的排体上选择性地种植荇菜、菹草、微齿眼子菜、金鱼藻、轮叶黑藻、美人蕉、水竹等。种植时将植生土添加料、草籽和当地表土混合,制成含草籽的浓泥浆,用砂浆泵灌入混凝土块体凹槽中。植物成活后,其根系通过混凝土的孔隙到达块体下面。植生土添加料内含多种肥料,支持植物前期的萌芽和生长需要,同时还内含聚酰胺等能够提高植生土抗水流冲刷能力的成份。在多孔混凝土构筑的水下拦沙埂上方水生植物长成势之后,这些植物和拦沙埂联合起来能够有效地控制其所保护的水体中的藻类,使得藻类不在拦沙埂与岸边之间的区域麇集,大型挺水植物或沉水植物能够有效克藻,拦沙埂与岸边之间的鲢、鳙等滤食性鱼类能够有效牧食和控制藻类的繁衍。In urban landscape water bodies, such as city parks, hotel pools, square fountains, etc., underwater sand barriers constructed of porous concrete are used to create diverse landscapes. Since the effects of wind, waves and currents in urban water bodies are generally small, the appearance and shape of the underwater sand barrier ridge are designed to be complex and changeable. The reference size of a single porous concrete block: 50cm×50cm×10cm; the size of a single row is variable and should be adapted to local conditions; the block spacing is 0-2cm; if there are multiple rows, the row spacing is 0-50cm. Wedge-shaped slopes are piled up with crushed stones on both sides of the row body of the underwater sand-blocking ridge to protect the row body. On the row body of the underwater sand-blocking ridge, water spinach, weed, micro-dentate eye vegetable, hornwort algae, hydrilla, canna, water bamboo, etc. are selectively planted. When planting, mix the planting soil additives, grass seeds and local topsoil to make a thick slurry containing grass seeds, and pour it into the groove of the concrete block with a mortar pump. After the plants are alive, their roots reach the underside of the block through the pores of the concrete. Planting soil additives contain a variety of fertilizers to support the early germination and growth needs of plants. At the same time, they also contain polyamide and other ingredients that can improve the ability of planting soil to resist water erosion. After the aquatic plants grow above the underwater sand-barrier ridge constructed of porous concrete, these plants and the sand-barrier ridge can effectively control the algae in the water body they protect, so that the algae are not between the sand-barrier ridge and the shore. Large emergent plants or submerged plants can effectively control algae, and filter-feeding fish such as silver carp and bighead carp between the sand-blocking ridge and the shore can effectively graze and control the reproduction of algae.
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108251337A (en) * | 2018-03-09 | 2018-07-06 | 中国科学院南京地理与湖泊研究所 | A kind of method for controlling overwintering cyanobacteria recovery growth |
| CN113293730A (en) * | 2021-04-01 | 2021-08-24 | 中国海洋大学 | Beach sand stabilization regulation and control method and device |
| CN114249431A (en) * | 2022-01-12 | 2022-03-29 | 沈阳环境科学研究院 | Low-carbon breeding drainage multistage in-situ purification structure and purification method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1854395A (en) * | 2005-04-19 | 2006-11-01 | 中国科学院生态环境研究中心 | Underwater groins system for growing various living things |
| CN101082210A (en) * | 2006-05-29 | 2007-12-05 | 中国科学院生态环境研究中心 | Underwater immersed body constructed by ecological concrete |
| EP2028160A2 (en) * | 2007-08-24 | 2009-02-25 | Bright Water Company B.V. | Modular floating helophyt filter |
| CN201495535U (en) * | 2009-09-18 | 2010-06-02 | 安徽省环境科学研究院 | Algae trapping and purifying device at water intake of eutrophic lake reservoir |
| CN102852124A (en) * | 2012-10-15 | 2013-01-02 | 中国科学院南京地理与湖泊研究所 | Composite alga retaining enclosure for floating plants |
| KR101227842B1 (en) * | 2012-12-03 | 2013-02-05 | (주)에코원 | Floating body for protecting pollutant and green tide |
| CN106677144A (en) * | 2016-12-19 | 2017-05-17 | 无锡德林海环保科技股份有限公司 | Emergency treating method for eutrophic water blue algae eruption |
-
2017
- 2017-05-18 CN CN201710352535.9A patent/CN107585866A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1854395A (en) * | 2005-04-19 | 2006-11-01 | 中国科学院生态环境研究中心 | Underwater groins system for growing various living things |
| CN101082210A (en) * | 2006-05-29 | 2007-12-05 | 中国科学院生态环境研究中心 | Underwater immersed body constructed by ecological concrete |
| EP2028160A2 (en) * | 2007-08-24 | 2009-02-25 | Bright Water Company B.V. | Modular floating helophyt filter |
| CN201495535U (en) * | 2009-09-18 | 2010-06-02 | 安徽省环境科学研究院 | Algae trapping and purifying device at water intake of eutrophic lake reservoir |
| CN102852124A (en) * | 2012-10-15 | 2013-01-02 | 中国科学院南京地理与湖泊研究所 | Composite alga retaining enclosure for floating plants |
| KR101227842B1 (en) * | 2012-12-03 | 2013-02-05 | (주)에코원 | Floating body for protecting pollutant and green tide |
| CN106677144A (en) * | 2016-12-19 | 2017-05-17 | 无锡德林海环保科技股份有限公司 | Emergency treating method for eutrophic water blue algae eruption |
Non-Patent Citations (1)
| Title |
|---|
| 宋关玲等: "《北方富营养化水体生态修复技术》", 31 July 2015, 中国轻工业出版社 * |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108251337A (en) * | 2018-03-09 | 2018-07-06 | 中国科学院南京地理与湖泊研究所 | A kind of method for controlling overwintering cyanobacteria recovery growth |
| CN108251337B (en) * | 2018-03-09 | 2024-01-30 | 中国科学院南京地理与湖泊研究所 | Method for controlling reviving growth of overwintering blue algae |
| CN113293730A (en) * | 2021-04-01 | 2021-08-24 | 中国海洋大学 | Beach sand stabilization regulation and control method and device |
| CN113293730B (en) * | 2021-04-01 | 2022-07-15 | 中国海洋大学 | Beach sand stabilization regulation and control method and device |
| CN114249431A (en) * | 2022-01-12 | 2022-03-29 | 沈阳环境科学研究院 | Low-carbon breeding drainage multistage in-situ purification structure and purification method thereof |
| CN114249431B (en) * | 2022-01-12 | 2023-09-26 | 沈阳环境科学研究院 | A low-carbon aquaculture drainage multi-stage in-situ purification structure and its purification method |
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