CN108086242A - The Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed - Google Patents

The Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed Download PDF

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Publication number
CN108086242A
CN108086242A CN201711283728.XA CN201711283728A CN108086242A CN 108086242 A CN108086242 A CN 108086242A CN 201711283728 A CN201711283728 A CN 201711283728A CN 108086242 A CN108086242 A CN 108086242A
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CN
China
Prior art keywords
water
bearing layer
cube
artificial
combines
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201711283728.XA
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Chinese (zh)
Inventor
卢明全
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dalian Jiuding Ecological Watershed Management And Development Co Ltd
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Dalian Jiuding Ecological Watershed Management And Development Co Ltd
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Application filed by Dalian Jiuding Ecological Watershed Management And Development Co Ltd filed Critical Dalian Jiuding Ecological Watershed Management And Development Co Ltd
Priority to CN201711283728.XA priority Critical patent/CN108086242A/en
Publication of CN108086242A publication Critical patent/CN108086242A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them

Abstract

The invention discloses a kind of Water Cubes to combine the groundwater reservoir that artificial water-bearing layer forms, with reference to water-bearing layer and in water-bearing layer the hollow Water Cube of component collect in the case that precipitation is big in rainy season, storage rainwater, exploited when dry season needs, utilize rainwater.The collection of water resource is realized with reference to the Water Cube and artificial water-bearing layer, water-holding capacity is strong, and current infiltration rate is fast, fully stores precipitation, reduces soil erosion, improves the ecological environment.Suitable for the Atmospheric precipitation of V-shaped mountain valley and area narrow zone, the storage of rainwash, interflow subsurface drainage.

Description

The Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed
Technical field
It collected the present invention relates to Atmospheric precipitation and rainwash water resource, utilize technical field.
Background technology
Water resource is basic natural resources and strategic economic resources, is the controlling element of ecological environment.And I Most areas of state all suffer from shortage of water resources problem.Just in many water-deficient areas, but there is substantial amounts of surface water every year, Especially precipitation is very easy to be lost in, especially runs into rainy season, in precipitation is often only concentrated in a few short months, easy shape Into strong current, vegetation of destroying by rush of water even soil causes significant damage to environment, along with these regional evaporation capacity are big, earth's surface Water resource dry up quickly, substantial amounts of fresh water is promoted not to be utilized effectively, not only causes water resource waste, also so that these Area by arid and flood, notably causes saline Land, ecological environment problem increasingly sharpens simultaneously.Therefore, receive Groundwater reservoir is established in collection Atmospheric precipitation, is had to the environment and ecology of the collection of water resource, storage and recycling and whole region Important meaning.However in some V-shaped mountain valleys and the region of area stenosis, since space is limited, groundwater reservoir is built merely, Water-holding capacity is very low, and effective collection to precipitation is not achieved, and extra rainwater still can be lost in a manner of runoff even to be rushed Downstream vegetation and village are ruined, ecological environment problem is not effectively improved.
The content of the invention
Technical problem solved by the invention is to provide the Water Cube that a kind of water-holding capacity is strong, reduction soil erosion effect is good The groundwater reservoir formed with reference to artificial water-bearing layer.
The technical solution adopted by the present invention is that the Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed, including from top to bottom Permeable formation, aquifer and aquifuge, it is characterised in that:The Water Cube knot that cuboid internal is cavity is equipped in water-bearing layer Structure, Water Cube structure are made of armored concrete, and Water Cube structure side wall is equipped with water inlet, and Water Cube structure upper end is equipped with lid Plate, cover board are equipped with the well head that catchments, and at least one set of crossbeam is equipped between the opposite side wall of Water Cube structure, is set in Water Cube structure There is at least one column, column and the side wall of Water Cube structure are same high, and column top is supported in below cover board.
Also water inlet is offered on cover board.
Water inlet is equipped with filter.
Cover board is made of armored concrete.
The crossbeam includes at least two layers, and every layer includes at least two prescriptions to orthogonal crossbeam.
Water Cube structure side wall periphery is equipped with filter layer.
Water Cube structural base is bottom plate, after bottom plate is by original state rammed earth, is tiled, then poured mixed with cement mortar stone-laying Solidifying soil forms.
All crossbeams are connected with column.
The beneficial effects of the invention are as follows the Atmospheric precipitation in some V-shaped mountain valleys and area narrow zone, rainwash, Lower runoff is stored in greatest extent in groundwater reservoir of the Water Cube with reference to artificial water-bearing layer composition, rationally using in groundwater reservoir Freshwater resources.It collected in the case that precipitation is big in rainy season, store rainwater, exploited when dry season needs, utilize rainwater.
Description of the drawings
Fig. 1 is the present invention in rainy season water storage structure schematic diagram.
Fig. 2 extracts fresh water structure diagram in dry season for the present invention from the Water Cube.
Fig. 3 is Water Cube structure chart.
Fig. 4 is Water Cube side wall enlarged drawing.
In figure mark for:1- permeable formations;2- sumps;3- water-bearing layers;4- water barriers;5- crossbeams;6- bottom plates;7- columns; 8- water inlets;9- filter layers;10- side walls;11- cover boards;12- Water Cube structures;13- catchments well head;14- filters.
Specific embodiment
The invention will be further described below in conjunction with the accompanying drawings.
Some V-shaped mountain valleys or area stenosis regional space are limited, in order to store as far as possible more groundwater resources, are according with The groundwater reservoir that the Water Cube combines artificial water-bearing layer composition is constructed in the position for closing set up the condition, as shown in Figure 1, Water Cube combination people Work water-bearing layer form groundwater reservoir, be in water-bearing layer be equipped with cuboid internal be cavity Water Cube structure, including by Sump 2, permeable formation 1, filter layer, water-bearing layer 3, Water Cube structure 12, the water barrier 4 of top to bottm.
Permeable formation 1 cultivates layer for earth's surface, can be normally carried out crop cultivation, entire earth's surface has very large area for current Quick infiltrate.Infiltration water is more, and for flow path surface with regard to small, when rainy season will avoid big flood from being formed.Permeable formation is water-bearing layer below 1 3 and Water Cube structure 12, it determines to reconnoitre geological condition during water-bearing layer 3 first, as far as possible using underground reservoir, if underground is aqueous Layer region is smaller, excavates soil to certain depth, being subsequently filled the strong material of the water-holding capacities such as block stone, the grains of sand becomes manually aqueous Layer, artificial water-bearing layer can store water resource to greatest extent.The cube that Water Cube structure 12 is made of armored concrete stores Water-bound is surrounded by water-bearing layer, and the specification of Water Cube structure 12 is determined according to specific engineering reservoir storage.Water Cube structure 12 tops are the reinforced concrete cover plate equipped with several water inlets 8, and 8 a diameter of 30mm of water inlet, spacing is 300 × 300mm, Uniform arrangement is on the cover board.Filter is equipped at water inlet 8, impurity is avoided to enter in Water Cube structure 12, several Water inlet 8 accelerates rainwater and the quick of rainwash is infiltrated, and reinforced concrete cover plate can bear certain loading and play guarantor The effect of temperature, the thickness of cover board are determined by ground bearing pressure.Cover board is equipped with filter layer, plays a role in filtering to infiltrating current, In order to avoid impurity blocks filter, water infiltration speed is influenced.It is interior to be equipped with several reinforcing bars to ensure that cover board meets certain bearing capacity Concrete column 7 gives support, and column 7 is rectangular structure, and height is the Sidewall Height of Water Cube structure 12, sectional dimension It is determined with number according to specific bearing capacity.12 side wall perimeter of Water Cube structure is equipped with filter layer, impurity in filtered water stream, in order to avoid Filter is blocked, influences water infiltration speed.Also several water inlets 8 are equipped on the side wall of Water Cube mechanism, it is a diameter of 30mm, spacing are 300 × 600mm, are evenly arranged on side wall.Water inlet is equipped with filter, and water inlet accelerates current It rapidly enters in Water Cube structure 12, the thickness of side wall is determined according to soil pressure and bearing capacity.2 borehole wall of sump is equipped with saturating Water hole and periphery is surrounded by filter layer, the freshwater resources being stored in the Water Cube can outwards be extracted by sump 2, realize fresh water The supply of resource.To ensure that 12 side wall of Water Cube structure bears certain soil pressure, connection is internally provided in Water Cube structure 12 Several crossbeams 5 of opposing sidewalls avoid side wall from collapsing when bearing soil pressure, ensure that the stable structure of Water Cube structure 12 Property, crossbeam 5 determines for the distance between rectangular structure, the length of 12 opposing sidewalls of Water Cube structure, sectional dimension and Number determines that all crossbeams 5 are connected with column 7 according to the soil pressure specifically born.Bottom plate 6 after original state rammed earth, It is tiled with cement mortar stone-laying, then casting concrete on it.
Such as Fig. 1, when there is a large amount of precipitation, rainwater and a rainwash part pass through Water Cube structure directly by permeable formation 1 The water inlet of 12 cover board is entered directly into Water Cube structure 12, and a part enters back into after entering water-bearing layer by permeable formation 1 Into Water Cube structure, can precipitation and rainwash rapidly be entered to be seeped into underground reservoir and be collected into Water Cube structure 12 In, Water Cube structure has very strong water-holding capacity, realizes the mass storage of water resource, and the water to permeate the ground is got over More, the underground fresh-water resource being stored in Water Cube structure 12 is abundanter, so that level of ground water raises, promotes surface vegetation Growth, the shortage of water resources problem of solution.
Since Water Cube structure and artificial water-bearing layer constitute an independent groundwater reservoir, Water Cube inside configuration is complete Hollow, water-holding capacity is stronger, and the space occupied will far smaller than meet the common groundwater reservoir of identical reservoir storage, and There is no the moisture evaporation influences of such as surface reservoir, even if at dry season, moisture storage capacity is hardly lost in, and can be kept higher Level of ground water, surface vegetation is made to have enough moisture, can also be by sump 2 by water if there is water demand, such as Fig. 2 Fresh water in cubic structure outwards extracts, and alleviates the short water supply in dry season.The Water Cube combines the underground water that artificial water-bearing layer is formed Storehouse makes earth's surface not form dam body or the large area water surface, does not destroy the original topography and geomorphology in ground, does not influence earth's surface cultivation, water storage energy Power is strong, and stable structure occupies little space, and quantities is low, and engineering cost is small, protects ecological environment, at the same solve arid and Flood, suitable for some V-shaped mountain valleys or the region of area stenosis.

Claims (8)

1. the Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed, including permeable formation, aquifer and aquifuge from top to bottom, It is characterized in that:The Water Cube structure that cuboid internal is cavity is equipped in water-bearing layer, Water Cube structure is by reinforced concrete Soil is formed, and Water Cube structure side wall is equipped with water inlet, and Water Cube structure upper end is equipped with cover board, and cover board is equipped with the well head that catchments, At least one set of crossbeam is equipped between the opposite side wall of Water Cube structure, is equipped at least one column in Water Cube structure, column with With height, column top is supported in below cover board the side wall of Water Cube structure.
2. the Water Cube as described in claim 1 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:The cover board On also offer water inlet.
3. the Water Cube as claimed in claim 1 or 2 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:It is described Water inlet is equipped with filter.
4. the Water Cube as described in claim 1 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:The cover board It is made of armored concrete.
5. the Water Cube as described in claim 1 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:The crossbeam Including at least two layers, every layer includes at least two prescriptions to orthogonal crossbeam.
6. the Water Cube as described in claim 1 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:Water Cube knot Structure side wall perimeter is equipped with filter layer.
7. the Water Cube as described in claim 1 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:Water Cube knot Structure bottom is bottom plate, after bottom plate is by original state rammed earth, is tiled with cement mortar stone-laying, then casting concrete forms.
8. the Water Cube as described in claim 1 combines the groundwater reservoir that artificial water-bearing layer is formed, it is characterised in that:All crossbeams It is connected with column.
CN201711283728.XA 2017-12-07 2017-12-07 The Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed Pending CN108086242A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711283728.XA CN108086242A (en) 2017-12-07 2017-12-07 The Water Cube combines the groundwater reservoir that artificial water-bearing layer is formed

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113622364A (en) * 2021-07-27 2021-11-09 中国矿业大学 Construction method suitable for strip mine underground reservoir with depth larger than 100m in water-poor area

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102433893A (en) * 2012-01-09 2012-05-02 罗良宜 Energy-storage power-generation reservoir
CN105696688A (en) * 2016-01-21 2016-06-22 大连久鼎祥瑞特种工程技术研究院有限公司 Rapid collecting and conveying system of urban road or surface layer rainwater
CN105862982A (en) * 2016-03-31 2016-08-17 大连久鼎祥瑞特种工程技术研究院有限公司 Rainwater or surface-water rapid storing permeating-underground radiation well technology
CN106284504A (en) * 2016-11-02 2017-01-04 天津城建大学 Using existing stratum as groundwater reservoir and the construction method of water-retention spongy body
CN106351286A (en) * 2016-10-17 2017-01-25 重庆大学 Coral reef sand underground freshwater reserving and using method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102433893A (en) * 2012-01-09 2012-05-02 罗良宜 Energy-storage power-generation reservoir
CN105696688A (en) * 2016-01-21 2016-06-22 大连久鼎祥瑞特种工程技术研究院有限公司 Rapid collecting and conveying system of urban road or surface layer rainwater
CN105862982A (en) * 2016-03-31 2016-08-17 大连久鼎祥瑞特种工程技术研究院有限公司 Rainwater or surface-water rapid storing permeating-underground radiation well technology
CN106351286A (en) * 2016-10-17 2017-01-25 重庆大学 Coral reef sand underground freshwater reserving and using method
CN106284504A (en) * 2016-11-02 2017-01-04 天津城建大学 Using existing stratum as groundwater reservoir and the construction method of water-retention spongy body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113622364A (en) * 2021-07-27 2021-11-09 中国矿业大学 Construction method suitable for strip mine underground reservoir with depth larger than 100m in water-poor area
CN113622364B (en) * 2021-07-27 2022-09-27 中国矿业大学 Construction method suitable for strip mine underground reservoir with depth larger than 100m in water-poor area

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Application publication date: 20180529

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