CN1309913C - Rainwater storaging filter in the earth - Google Patents
Rainwater storaging filter in the earth Download PDFInfo
- Publication number
- CN1309913C CN1309913C CNB2003101006806A CN200310100680A CN1309913C CN 1309913 C CN1309913 C CN 1309913C CN B2003101006806 A CNB2003101006806 A CN B2003101006806A CN 200310100680 A CN200310100680 A CN 200310100680A CN 1309913 C CN1309913 C CN 1309913C
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- CN
- China
- Prior art keywords
- permeable
- rainwater
- soil
- permeable tank
- tank
- Prior art date
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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- Sewage (AREA)
Abstract
Provided is a rainwater storage permeable facility in soil capable of deciding dimensions of such a storage permeable tank which is neither excessive nor overflowed in accordance with the topography and geological features of the land. A permeable surface gross area x of the storage permeable tank 1 is decided from x = Ks / Q as a formula of the ratio of saturated water permeable coefficient K<s>having surrounding stratum to permeable velocity Q.
Description
Technical field
The present invention relates in the soil rainwater and store the infiltration facility, this facility is stored in the soil rainwater and suppresses to flow into sewer in a large number quickly, and rainwater is penetrated in the soil gradually.
Background technology
Flow into sewer in a large number in order to suppress rainwater quickly, during dwelling house more than building certain scale, should use up such obligation by decree, the regulating reservoir of specified volume promptly is set, rainwater is from banishing in the sewer here.But, even built dwelling house, also must be with certain area arrangement as regulating reservoir, this aspect that effectively utilizes from the territory is considered, is unfavorable, and, concerning the developer, reduced the sale area, in addition, also existed the occupants after being provided with, particularly child, children etc. had the problems such as danger that accidents happened.Development along with the city, public land such as the sports ground of road and school and street are covered by building and pitch, rain is responsible for from rainwater and is flowed directly into water treatment field and river, thereby the moisture holding capacity of soil is greatly reduced, natural circulation changes, multiple and the light rain tendency of the concentrated heavy rain that causes because of climate change has become significantly, becomes the reason that produces urban type floods and heat island phenomenon, spring exhaustion, setting of ground etc.
To improve such phenomenon, to make rainwater on the roofs such as dropping to dwelling house not flow into sewer and temporarily be stored in the ground land used, it is penetrated in the soil at leisure at least is purpose, some dwelling house is provided with small-scale storage permeable tank in each residential district.But existing storage permeable tank owing to be to be penetrated into structure the soil from its bottom, merely permeated so only exist, and can not be utilized the self-purification power of soil to carry out the purification of water quality, and makes problem such as infiltration capacity minimizing because of obstruction.
In addition, patent documentation 1 (spy opens the 2001-173032 communique) has been put down in writing such permeable tank, and promptly purification of water quality is carried out on the limit, and the permeable tank that the limit is permeated from the side, this permeable tank can not reduce because of obstruction makes penetrating power.According to the document, water sees through from the position more than the 700mm of the face of land and enters the soil, thereby passes through in the soil that water is abundant at oxygen and bacterium breeds, and water is purified.
[patent documentation 1]
The spy open the 2002-173032 communique (the 1-3 page or leaf, Fig. 1)
Summary of the invention
But, when such storage permeable tank is set, determine that suitably its size is very important.This is because of the bigger storage permeable tank that is provided with greater than needs, is waste economically, and in addition, in the too small occasion of permeable tank, even very little rainfall, groove has been expired, and rainwater also can flow into sewer and can not bring into play the effect of storing permeable tank.
The objective of the invention is to, that establishment will be provided with, with the method for designing of stratum and the corresponding storage permeable tank of geological condition, realize that rainwater is stored the infiltration facility in the soil of suitable dimension.
The present invention is that rainwater is stored the infiltration facility in a kind of soil, be to have rainwater storage infiltration facility in the soil of storing permeable tank 1, this storage permeable tank 1 is to lay permeable thin plate on the bottom surface in the space that produces undermining and the side, cobble shape body 12 is filled in forms in the space, it is characterized in that, the permeable face total X that this stores permeable tank 1, be according to rate of infiltration Q and on every side the saturated coefficient of permeability Ks that the stratum had ratio, be the X=Q/Ks decision.
According to the present invention, can be provided with corresponding to shape, the geological condition of ground land used, can not be excessive and have the storage permeable tank of the penetrating power of regulation, have and can suppress the good result that rainwater flows into sewer, moistening ground inside.
[description of drawings]
Fig. 1 is the key diagram that is illustrated in the model of the storage permeable tank of using in the explanation of the present invention.
Fig. 2 is the profile that the interior rainwater of the soil of expression embodiments of the invention is stored the infiltration facility.
Fig. 3 is near the phantom drawing of storage permeable tank of presentation graphs 2.
Fig. 4 is that the interior rainwater of the soil of expression embodiment is stored the profile of the relation of infiltration facility and geology.
[specific embodiment]
The present inventor is conceived to penetrating power that rainwater permeates and changes because of the difference of the saturated coefficient of permeability of soil that the place of storing permeable tank is set in soil, establish the prediction type of penetrating power, determine the size of suitable storage permeable tank, thereby finished the present invention.
Saturated coefficient of permeability Ks (cm/s) is one of soil behaviour.Can take sample, survey by laboratory experiment.If the numerical value of this coefficient is big, water permeability height then, if the numerical value of this coefficient is little, then water permeability is low.The saturated coefficient of permeability Ks of sandy soil is 10
-2About cm/s, but the saturated coefficient of permeability Ks of clay is 10
-6Below the cm/s, the difference of these values reaches 10,000 times.Therefore, because of the soil difference in the place of storing permeable tank is set, penetrating power produces very big difference.
Floor space shown in Figure 1 is the columnar storage permeable tank of S, the rate of infiltration Q (cm when water level is H (cm)
3/ s) calculate by the following method.
At first, the radius a of storage permeable tank is:
a＝(S/π)
1/2 (1)
Yet, suppose that saturated coefficient of permeability is Ks, as follows about constant moistening Reynold's equation:
2πH
2Ks+Cπa
2Ks+2πHφ
m＝CQ (2)
At this, φ
mBe matrix flow gesture (matrical flux potential) (unsaturated flow, cm
2s
-1), Q is constant moistening flow (cm
3s
-1), C is nondimensional constant.
About C, also can give theoretical formula, but obtain with following empirical formula usually.
C＝b
1+b
2(H/a)
1/2 (3)
At this, b
1, b
2Be coefficient, general, use following numerical value for sand, loam, clay:
Sand b
1=0.193, b
2=-0.772
Loam b
1=-0.185, b
2=-0.777
Clay b
1=-0.225, b
2=-0.853
So, according to the C that stores permeable tank peak level H and obtain, infer the infiltration of storing the permeable tank side with (3) formula, add floor space S within it, then the permeable face total X is as follows:
X＝2πH
2/C+S (4)
Rate of infiltration Q[cm when the peak level of storage permeable tank is H
3/ s], can be with X and long-pending the obtaining of saturated coefficient of permeability Ks.That is,
Q＝XKs (5)
X＝Q/Ks (6)
Like this, by knowing saturated coefficient of permeability Ks and determining rate of infiltration Q, be convenient to determine the permeable face total X of this storage permeable tank, and, select and determine to store the size of permeable tank arbitrarily according to resulting this permeable face total X.
Embodiment
Design example as the storage permeable tank in the construction dwelling house of embodiment is described.
To be expression uptownly recycle the catch basin that rainwater is used by being arranged on this to Fig. 2, store the profile of infiltration facility with rainwater in the soil that constitutes with its storage permeable tank that is provided with simultaneously, symbol 1 is for storing permeable tank, symbol 11 is its central osmotic cell, symbol 12 is for being filled in the cobble shape body of storing in the permeable tank, symbol 13 is for being layered on the rubble of storing above the permeable tank, symbol 2 is a catch basin, symbol 21 is to be connected with rain gutter, flow into the inflow pipe that rainwater is used, the intake pipe that symbol 22 is used for the water that utilizes in the catch basin 2, the condensate make-up piping that supplementing water was used when symbol 23 reduced for the water level in the catch basin 2, symbol 24 is a fluviograph, symbol 25 is the level ash mud layer (level mortar) of catch basin bottom, symbol 3 be under the situation about rising of the water levels in the catch basin 2 water to storing the bleed off pipe that permeable tank 1 flows out usefulness, symbol 4 will store permeable tank 1 in the underwater and catch basin 2 inside couple together, the aperture pipe of band flap valve, symbol 5 is provided in a side of the top concrete slab of storing permeable tank 1 and catch basin 2, can be aptly as the lawn above it, flower bed, parking lots etc. effectively utilize.Cobble shape body 12, for example generally adopting, crushed stone, broken concrete, ware, cullet etc. do not have dysgenic to water and can guarantee the various materials in gap equably.
In this residential district, if general rainfall, rainwater just focuses in the catch basin 2, draw up watering that is used to be sprinkled upon on trees and the flowers and plants and the clean water that washes the lavatory etc., but concentrating heavy rain etc. to have under the situation that a large amount of rainwater flows into, overflow portion flows into stores permeable tank 1, is penetrated in the ground gradually at this, and does not flow into sewer.
Fig. 3 is the phantom drawing of storage permeable tank 1 part among the expression zone shown in Figure 2, each symbol except top illustrated, symbol 14 is located at the pine stake of storing permeable tank 1 periphery for squeezing into, and symbol 15 is for being formed at the wooden planned sheet pile wall of pine stake 14 inboards, and symbol 6 is a U font groove.Water also enters in the storage permeable tank 1 from the side of U font groove 6.In addition, on the inner face of bottom of not carrying out illustrated storage permeable tank 1 and planned sheet pile wall 15 etc., post the thin plate of suitable water permeability, crushed stone 12 is dropped into wherein get final product.In addition, impermeable with the boundary side on adjacent ground for well, so preferably as required, stick the thin plate that hides water-based.
Fig. 4 is the profile of geology and the relation of storing permeable tank 1, catch basin 2 of the residential land of this embodiment of expression.From outside the soil that ships below thin mollic and transition zone are arranged, from being the loam layer, be sand soil below it between the underground 1300mm to 3200mm.
Now, the floor space of storing permeable tank is made as S=47000cm
2, peak level is made as H=94cm.Soil on every side is the loam layer.
Saturated coefficient of permeability Ks=5.0 * 10
-4Cm/s
b
1＝-0.185，b
2＝0.777
In various more than the above-mentioned numerical value substitution, just obtain:
a＝(47000/3.14)
1/2＝122
C＝-0.185+0.777(94/122)
1/2＝0.496
X＝(2×3.14×94
2)/0.496+47000＝1.59×10
5
Q＝1.59×10
5×5.0×10
-4＝80cm
3
As can be known, per second infiltration 80cm is arranged
3The ability of water.If by per hour, be 290 liters, with 16 liters polymer container, be equivalent to 16 glasss.
The roof area of the dwelling house of embodiment is 82m
2So catchment area is:
80×3600/82×10000＝0.35(cm)
Have per hour make 0.35cm, promptly per hour the rainfall of 3.5mm is penetrated into underground ability.
The groundwater level of supposing this place is-5m that the bottom surface degree of depth of storing permeable tank is-2m that then till groundwater table, the soil gap of 3m has the ability of storing percolating water.But, to be occupied by soil and water if consider 80% among this 3m, part then remaining 20%, that count 0.6m with the degree of depth is a storage space.
The area of supposing residential land is 200m
2, then storage capability is:
200×0.6＝120m
3
With respect to the volume 4.4m that stores permeable tank
3, can store about 27 times rainwater.Therefore, in this example, storage capability is enough.
In addition, above-mentioned storage permeable tank is that the saturated coefficient of permeability Ks of hypothesis is 5.0 * 10
-4Cm/s calculates, and for example, if layer of sand, then saturated coefficient of permeability Ks improves two figure places, is 5.0 * 10
-2Cm/s, if the deep layer of upright river loam, then saturated coefficient of permeability Ks is 5.0 * 10
-3Cm/s, in these stratum, the infiltration capacity of rainwater per hour is respectively 350mm, 35mm, can handle more than the many a large amount of rainwater of above-mentioned example.
In addition, being sized for of permeable tank is identical storing, under the situation of the soil property around only changing, tentative calculation the rain penetration amount, its value is shown in table 1.Even the storage permeable tank of same size is arranged on the same degree of depth, if soil property difference on every side, infiltration capacity also has variation significantly.
On the other hand, with saturated coefficient of permeability, promptly Zhou Wei soil property is set as identically, makes the size of permeable tank, for example under the situation that floor space or peak level change, tentative calculation the rain penetration amount, its value is shown in table 2.A is the design load shown in top.B is for to increase to 2 times with floor space, and C, D are for to increase to 4 times with floor space, and D is for to bring up to 2 times with peak level.As shown in Table 2, floor space is increased to the situation that 4 times, peak level are brought up to 2 times D, be 4 times of the infiltration capacity of A occasion.
When actual design, adopt any in these situations, be arbitrarily, can consider to be provided with decisions such as space, excavation cost, formation condition.During the decision bottom position, except soil property, wish also will consider above-mentioned catharsis.
Table 1
| Saturated coefficient of permeability cm/s | Rain penetration amount mm/H | The example of |
| 5×10 -2 5×10 -3 5×10 -4 5×10 -5 | 350 35 3.5 0.35 | The upright loam upper strata, river of loam deep layer, the upright river of sand, black earth |
Table 2
| Permeable tank floor space cm 2 | Peak level cm | Rain penetration amount mm/H | |
| A B C D | 47000 94000 188000 188000 | 94 94 94 188 | 3.5 5.2 8.2 14 |
Claims (5)
1. the interior rainwater of soil is stored the infiltration facility, be to have rainwater storage infiltration facility in the soil of storing permeable tank, this storage permeable tank is to lay permeable thin plate on the bottom surface in the space that produces undermining and the side, cobble shape body is filled in forms in the space, it is characterized in that, the permeable face total X that this stores permeable tank is according to the ratio of rate of infiltration Q with on every side the saturated coefficient of permeability Ks that the stratum had, i.e. X=Q/Ks decision.
2. rainwater is stored the infiltration facility in the soil according to claim 1, it is characterized in that, by determining the also known saturated coefficient of permeability Ks that the stratum had on every side of rate of infiltration Q, determine the permeable face total X of this storage permeable tank, and, select and determine to store the size of permeable tank arbitrarily according to resulting this permeable face total X.
3. rainwater is stored the infiltration facility in the soil according to claim 1, it is characterized in that, and in the permeable face total X of storing permeable tank, floor space S, between peak level H and the constant C, following formula X=2 π H
2/ C+S sets up.
4. rainwater is stored the infiltration facility in the soil according to claim 3, it is characterized in that, in constant C, stores between the radius a and peak level H of permeable tank following formula C=b
1+ b
2(H/a)
1/2Set up, wherein b
1, b
2Be the coefficient of determining by soil.
5. the interior rainwater of soil is stored the method for designing of permeating facility, be to have the method for designing that rainwater is stored the infiltration facility in the soil of storing permeable tank, this storage permeable tank is to lay permeable thin plate on the bottom surface in the space that produces undermining and the side, it is inboard and form that cobble shape body is filled in the space, it is characterized in that, this stores the required permeable face total X of permeable tank, be according to the ratio of rate of infiltration Q with on every side the saturated coefficient of permeability Ks that the stratum had, i.e. X=Q/Ks decision.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2002330406A JP2004162411A (en) | 2002-11-14 | 2002-11-14 | Rainwater storage permeable facility in soil |
| JP330406/2002 | 2002-11-14 | ||
| JP330406/02 | 2002-11-14 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1500944A CN1500944A (en) | 2004-06-02 |
| CN1309913C true CN1309913C (en) | 2007-04-11 |
Family
ID=32808106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101006806A Expired - Fee Related CN1309913C (en) | 2002-11-14 | 2003-10-13 | Rainwater storaging filter in the earth |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JP2004162411A (en) |
| KR (1) | KR100686292B1 (en) |
| CN (1) | CN1309913C (en) |
| HK (1) | HK1065080A1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561500B (en) * | 2012-02-06 | 2013-06-26 | 重庆大学 | Green rainwater collection and sewage interception system for building districts |
| JP2013249655A (en) * | 2012-06-01 | 2013-12-12 | Hayashi Bussan Hatsumei Kenkyusho:Kk | Storage tank subjected to buoyancy countermeasure |
| CN104764934B (en) * | 2015-04-27 | 2019-04-26 | 塔里木大学 | The measurement method of soil saturation leaching liquor conductivity |
| JP2017210778A (en) * | 2016-05-24 | 2017-11-30 | 博 宮澤 | Multifunctional rainwater storage penetration treatment system |
| CN106759797B (en) * | 2016-12-13 | 2019-10-01 | 浙江水利水电学院 | A kind of sunk type greenery patches rain processing system and its construction method |
| CN114482223B (en) * | 2022-01-25 | 2023-03-31 | 岳阳市公路桥梁基建总公司 | Geopolymer rain sewage drainage system and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1052522A (en) * | 1989-10-04 | 1991-06-26 | 日东化学工业株式会社 | Method of improving the soil and the equipment that for this reason uses |
| DE19823490A1 (en) * | 1997-05-26 | 1998-12-24 | Jan Topol | Waste water collection and disposal system for use in light-density especially rural settlement |
| WO2000024977A1 (en) * | 1998-10-26 | 2000-05-04 | Greentechtexas International, Inc. | Water purification arrangement for drain water catch basins |
| CN1354305A (en) * | 2001-12-26 | 2002-06-19 | 孙伯鲁 | Environment-protecting water-storage permanent installation for controlling sand |
| CN2526352Y (en) * | 2002-02-07 | 2002-12-18 | 张英 | Water storage pipe for use under green land of city |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03110231A (en) * | 1989-09-25 | 1991-05-10 | Usui Shintou Kogyo Kk | Rain underground-infiltration type drainage |
| JPH0689561B2 (en) * | 1990-04-06 | 1994-11-09 | 大吉 末松 | Rainwater infiltration structure |
| JPH0853873A (en) * | 1994-06-09 | 1996-02-27 | Shirai Shoji Kk | Permeable basin or permeable trench |
| JPH10168984A (en) | 1996-12-13 | 1998-06-23 | Ozawa Concrete Kogyo Kk | Execution method of subsurface infiltration facility of rain water |
| JP2000045372A (en) | 1998-07-27 | 2000-02-15 | Takiron Co Ltd | Rain water permeation basin |
| KR200224166Y1 (en) | 2000-11-25 | 2001-05-15 | 주식회사상원콘크리트 | A Large Infiltration Well |
-
2002
- 2002-11-14 JP JP2002330406A patent/JP2004162411A/en active Pending
-
2003
- 2003-06-14 KR KR1020030038467A patent/KR100686292B1/en not_active IP Right Cessation
- 2003-10-13 CN CNB2003101006806A patent/CN1309913C/en not_active Expired - Fee Related
-
2004
- 2004-10-08 HK HK04107771A patent/HK1065080A1/en not_active IP Right Cessation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1052522A (en) * | 1989-10-04 | 1991-06-26 | 日东化学工业株式会社 | Method of improving the soil and the equipment that for this reason uses |
| DE19823490A1 (en) * | 1997-05-26 | 1998-12-24 | Jan Topol | Waste water collection and disposal system for use in light-density especially rural settlement |
| WO2000024977A1 (en) * | 1998-10-26 | 2000-05-04 | Greentechtexas International, Inc. | Water purification arrangement for drain water catch basins |
| CN1354305A (en) * | 2001-12-26 | 2002-06-19 | 孙伯鲁 | Environment-protecting water-storage permanent installation for controlling sand |
| CN2526352Y (en) * | 2002-02-07 | 2002-12-18 | 张英 | Water storage pipe for use under green land of city |
Non-Patent Citations (3)
| Title |
|---|
| 土壤渗透参数空间变异性的试验研究 蔡树英，杨金忠，伍靖伟，中国农村水利水电，第11期 2002 * |
| 土壤渗透参数空间变异性的试验研究 蔡树英，杨金忠，伍靖伟，中国农村水利水电，第11期 2002;土壤渗透系数的理论分析 付茂林，熊正为，邹喜洋，刘世清，湖南城建高等专科学校学报，第03期 2002 * |
| 土壤渗透系数的理论分析 付茂林，熊正为，邹喜洋，刘世清，湖南城建高等专科学校学报，第03期 2002 * |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2004162411A (en) | 2004-06-10 |
| KR100686292B1 (en) | 2007-02-23 |
| HK1065080A1 (en) | 2005-02-08 |
| KR20040042790A (en) | 2004-05-20 |
| CN1500944A (en) | 2004-06-02 |
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