JPH1119670A - Gutter for purifying water quality - Google Patents
Gutter for purifying water qualityInfo
- Publication number
- JPH1119670A JPH1119670A JP9172156A JP17215697A JPH1119670A JP H1119670 A JPH1119670 A JP H1119670A JP 9172156 A JP9172156 A JP 9172156A JP 17215697 A JP17215697 A JP 17215697A JP H1119670 A JPH1119670 A JP H1119670A
- Authority
- JP
- Japan
- Prior art keywords
- water purification
- shaped
- water
- drainage groove
- box
- 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
Links
Classifications
-
- 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、排水路の中を流れ
る排水の水質を浄化することができる水質浄化用排水溝
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage groove for purifying water which can purify the water flowing through a drainage channel.
【0002】[0002]
【従来の技術】従来、汚濁した排水は、処理場に送られ
て、そこで浄化されるか、または排水を排水路から別途
に設けられた礫間浄化水路等を通すことによってその水
質を浄化したものが使用されている。即ち、汚水の水処
理は、一般に排水路から汚水処理場へ導かれて浄化処理
するのが建前となっているが、汚水処理場の建設には多
大な建設費と敷地とを必要とするため、その普及率はま
だまだ低いのが現状である。2. Description of the Related Art Conventionally, polluted wastewater is sent to a treatment plant where it is purified, or its water quality is purified by passing the wastewater from a drainage channel through a separate gravel purification channel. Things are used. That is, sewage water treatment is generally conducted before purification by being guided to a sewage treatment plant from a drainage channel. However, construction of a sewage treatment plant requires a large construction cost and site. Currently, its penetration rate is still low.
【0003】また、礫を水路に入れる礫間浄化法や、多
面体を水槽に入れて生物膜を作り、水質を浄化する方法
も研究されているが、この場合も水路以外の別途の敷地
にこれらの施設を設けて排水路から汚水を導入する必要
があり、この研究も本質的には前記と同様に施設のため
に別途敷地が必要となるという問題を抱えていると共
に、この礫間浄化法によれば、浄化体、例えば礫の間
に、ある期間を過ぎると汚泥等が溜り、逆洗浄する必要
性が生じ、逆洗浄を人為的にわざわざ行なわねばならな
いという問題がある。[0003] Also, a method of purifying water between gravels and a method of purifying water by forming a biofilm by placing a polyhedron in a water tank has been studied, and in this case, these methods are also applied to a separate site other than the water channel. It is necessary to install sewage facilities and introduce sewage from drainage channels, and this study essentially has the problem that a separate site is required for the facilities as described above. According to this, there is a problem that sludge or the like accumulates after a certain period between purification bodies, for example, gravel, and it becomes necessary to perform back washing, and the back washing has to be performed artificially.
【0004】[0004]
【発明が解決しようとする課題】本発明は、排水の水質
浄化のために別に処理施設を設けることなく、排水溝内
に種々な形体の水質浄化体を内設して浄化した水は、そ
のまま放流することができ、しかもわざわざ逆洗浄を行
なわずに、水質を経済的に浄化できる水質浄化用排水溝
を提供する。SUMMARY OF THE INVENTION According to the present invention, water purified by installing various types of water purifiers in a drainage ditch is used as it is without providing a separate treatment facility for purifying wastewater. Provided is a water purification purifying drain which can be discharged and can economically purify water without performing backwashing.
【0005】[0005]
【課題を解決するための手段】本発明の水質浄化用排水
溝は、通常のU字型排水溝の深さ以上の深さを有し、か
つ適宜な間隔ごとに土砂沈澱枡を底部に設けた深U字排
水溝に、適宜の高さと、その内幅より若干小さい幅と、
適宜な長さとを有する長方形で中空の格子状の箱状枠組
を、係止可能に内設すると共に、その箱状枠組の中空部
に浮上性の水質浄化体を内設し、かつその上面にフロー
ト体を設けた水質浄化用排水溝からなり、またさらに、
水質浄化体として、繊維のひも状体を縦方向に多数配設
した生物膜体や、適宜な幅と厚さの円状の帯板を縦横に
交差させて形成した浮体多面球体、又は筒状パイプの両
端口に蓋をして、そのパイプ表面に直角に適宜な幅と厚
みの円形の帯状体を接着させ、その間を適宜な間隔に板
状体で区切って形成した浮体多面筒状体などを用い、ま
た場合によっては前記の深U字排水溝を多孔質透水コン
クリートで形成した水質浄化用排水溝からなる。SUMMARY OF THE INVENTION A drainage groove for water purification according to the present invention has a depth greater than the depth of a normal U-shaped drainage groove, and has sedimentation pits at the bottom at appropriate intervals. In the deep U-shaped drain, the appropriate height and width slightly smaller than the inner width,
A rectangular hollow lattice-shaped box-shaped framework having an appropriate length is installed internally so that it can be locked, and a buoyant water purification body is installed in the hollow portion of the box-shaped framework, and on the upper surface thereof. It consists of a drain for water purification with a float body, and furthermore,
As a water purification body, a biofilm body in which a large number of fiber strings are arranged in the vertical direction, a floating polyhedral sphere formed by intersecting a circular strip of appropriate width and thickness vertically and horizontally, or a cylindrical body Floating body polyhedral cylindrical body formed by covering both ends of a pipe with a circular band of appropriate width and thickness at right angles to the surface of the pipe and separating the space with a plate at appropriate intervals In some cases, the deep U-shaped drainage groove is formed of a water purification purifying drainage formed of porous permeable concrete.
【0006】[0006]
【発明の実施の形態】以下図面を参照して本発明の水質
浄化用排水溝の各実施形態につき説明するが、図1はそ
の一実施形態の水質浄化用排水溝の平水時における使用
状態を示し、そして図3はその出水時における使用状態
を示す各側断面図であり、図2は図1の拡大正断面図、
そして図4は図3の拡大正断面図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a drainage gutter for water purification according to an embodiment of the present invention; FIG. FIG. 3 is a side sectional view showing a use state at the time of flooding, and FIG. 2 is an enlarged front sectional view of FIG.
FIG. 4 is an enlarged front sectional view of FIG.
【0007】まず、この水質浄化用排水溝は、その深さ
Hが通常のU字型排水溝の約2倍の深U字排水溝1とな
っており、その長さ方向の底部には適宜な間隔L(例え
ば5m〜10m)ごとに土砂沈澱枡2を設けている。次
に、上記深U字排水溝1内に、上記深さの半分、即ちH
/2の高さと、その内幅より若干小さい幅と、適宜な長
さA(例えばA=L−数m)を有する長方形で中空の格
子状の箱状枠組3を、図1及び図2に4で示すもやいチ
ェーン等で係止可能に内設している。First, the water purification purifying drain has a depth U which is approximately twice as deep as a normal U-shaped drain, and is provided at the bottom in the length direction as appropriate. The sedimentation basins 2 are provided at intervals L (for example, 5 m to 10 m). Next, half of the depth, that is, H
1 and 2, a rectangular hollow lattice-shaped box-shaped framework 3 having a height of H / 2, a width slightly smaller than its inner width, and an appropriate length A (for example, A = L-several meters) is shown in FIGS. It is internally provided so as to be locked by a moist chain or the like indicated by reference numeral 4.
【0008】なお、この格子状の箱状枠組3はその内側
に適当な目の網7を内張りするか、または適当な穴が無
数にあいた穴あき板など適宜な材料で中空の格子状に製
作するものとする。次に、この箱状枠組3の中空部に浮
上性の水質浄化体、例えば図1のこの実施形態のごとく
軽石5を内設し、かつその上面には適当な厚さのフロー
ト体6(例えば中空体又は発泡体)を内設している。The lattice-shaped box-shaped framework 3 is formed by lining an appropriate mesh 7 inside the lattice-shaped frame 3 or by using a suitable material such as a perforated plate having an infinite number of appropriate holes in a hollow lattice shape. It shall be. Next, a buoyant water purification body, for example, a pumice 5 as in this embodiment of FIG. 1 is provided in the hollow portion of the box-shaped framework 3 and a float body 6 (for example, (Hollow body or foam).
【0009】なお、上記の構成からなる深U字排水溝1
の頂面は、外蓋8でカバーしている。以上の構成からな
る本発明の水質浄化用排水溝は、その深U字排水溝1内
を排水が通常時に流れる図1の平水時には、箱状枠組3
全体が浮上するほどの水量がないため、排水は水質浄化
体の軽石5内の間隙を流れながら水質の浄化が行なわれ
るが、図3に示すごとき出水時には、水面が深U字排水
溝1の上部近くまで上昇し、箱状枠組3と軽石5などの
水質浄化体もU字排水溝1の上方の位置まで浮上するた
め、下半分の断面で所期の排水量を阻害することはな
い。The deep U-shaped drain 1 having the above structure
Is covered with an outer lid 8. In the water purification purifying drain of the present invention having the above-described configuration, the box-shaped framework 3 is used in the case of the flat water shown in FIG.
Since there is not enough water to float as a whole, the wastewater is purified while purifying the water quality while flowing through the gap in the pumice 5 of the water purification body. However, at the time of flooding as shown in FIG. Since the water purification body such as the box-shaped framework 3 and the pumice stone 5 also rises to a position above the U-shaped drain ditch 1, the lower half section does not hinder the expected drainage amount.
【0010】さらに、出水時には、平水時に深U字排水
溝1の底部及び個々の軽石5等の水質浄化体間に溜まっ
た微粒土砂を自然に洗浄することができ、流された土砂
は土砂沈澱枡2に沈澱させ、適宜別途除去を行なうこと
ができる。上記の実施形態では、水質浄化体として箱状
枠組3の中空部に軽石5を内設したが、図5に示すのは
箱状枠組3内に繊維のひも状体10を縦方向に所定の間
隔で多数配設した生物膜による水質浄化体としたもので
あり、図1と同様な機能を発揮させる。Further, at the time of flooding, fine sediment accumulated between the water purification bodies such as the bottom of the deep U-shaped drainage channel 1 and individual pumice stones 5 at the time of flat water can be washed naturally. It can be settled in the basin 2 and removed separately as appropriate. In the above embodiment, the pumice stone 5 is provided inside the hollow portion of the box-shaped framework 3 as a water purification body. However, as shown in FIG. This is a water purification body formed by a plurality of biofilms arranged at intervals, and exerts the same function as that of FIG.
【0011】さらに、図6に示すのは、図7の側面図と
図8の鳥瞰図に示したように、適当な幅と厚さの円状の
帯板を縦横に交差させて形成した浮体多面球体11を箱
状枠組3内の網7に内設し、その上面にフロート体6を
内設したものであり、これを水質浄化に使用している。Further, as shown in FIG. 6, as shown in the side view of FIG. 7 and the bird's-eye view of FIG. 8, a floating body multifaceted by forming circular strips of appropriate width and thickness to intersect vertically and horizontally. The spherical body 11 is provided inside the net 7 in the box-shaped framework 3, and the float body 6 is provided on the upper surface thereof, which is used for water purification.
【0012】また、図9に示すのは、図10の側面図と
図11の鳥瞰図に示したように、中空のパイプの両端口
に蓋をして、そのパイプ表面に直角に適宜な幅と厚みの
円形の帯状体を接着させ、さらに、その間を適宜な間隔
に板状体で区切って形成した、水中で全体が浮上する浮
体多面筒状体12を箱状枠組3内に内設して水質浄化体
とした例で、水質浄化体を回転できる構造にしているも
のである。Further, as shown in FIG. 9, as shown in the side view of FIG. 10 and the bird's-eye view of FIG. 11, both ends of a hollow pipe are covered, and an appropriate width is set at right angles to the surface of the pipe. A circular band-like body having a thickness is adhered, and a floating polyhedral cylindrical body 12 that is formed by dividing the space by a plate-like body at an appropriate interval and floats entirely in water is provided inside the box-shaped framework 3. This is an example in which a water purification body is used, and has a structure in which the water purification body can be rotated.
【0013】次に、図12は、図1以降で説明した深U
字排水溝1からなる本発明の水質浄化用排水溝を河川1
3の河川敷14内に埋設して、河川13の水を導入して
その水質浄化を行なう応用例を示した正断面図である。Next, FIG. 12 shows the depth U described in FIG.
The drainage ditches for water purification according to the present invention, which are composed of the
FIG. 6 is a front sectional view showing an application example of burying in the riverbed 14 of No. 3 and introducing water of the river 13 to purify the water.
【0014】さらに、図13は汚染された集落排水等が
堤防15内の樋管16を通して河川13等に放流される
際、本発明の水質浄化用排水溝の深U字排水溝1を多孔
質透水コンクリートで形成しておき、この深U字排水溝
1を堤防15に沿って設置した応用例であり、浄化され
た排水は深U字排水溝1の壁を浸透して外部に矢印Wの
ごとく伏流し、河川敷14内の砂利や砂層17を通り、
2次的に自然浄化され河川13の水に合流するようにし
ている。Further, FIG. 13 shows that when the contaminated settlement drainage or the like is discharged into the river 13 or the like through the gutter pipe 16 in the embankment 15, the deep U-shaped drainage groove 1 of the water purification purifying drain of the present invention is made porous. This is an application example in which the deep U-shaped drain ditch 1 is formed along the embankment 15 by being formed of permeable concrete. It flows down under the ground, passes through the gravel and sand layer 17 in the riverbed 14,
The water is secondarily purified and joins the water of the river 13.
【0015】[0015]
【発明の効果】以上に説明した本発明の水質浄化用排水
溝を使用すれば、現在使用している排水溝の敷地内に設
けた深U字排水溝内で水質浄化機能を発揮でき、溜まっ
た汚泥の逆洗浄を出水時に自然に行なうことができ、別
途に汚水処理施設を設けることなく経済的に排水の水質
浄化を行なうことができる。The use of the water purification purifying drain according to the present invention described above enables the water purification function to be exhibited and accumulated in the deep U-shaped drain provided on the site of the currently used drain. The backwash of the sludge can be naturally performed at the time of flooding, and the wastewater can be economically purified without separately providing a wastewater treatment facility.
【図1】本発明の水質浄化用排水溝の一実施形態におけ
る平水時の使用状態を示す側断面図である。FIG. 1 is a side sectional view showing a use state of a drainage groove for water purification according to an embodiment of the present invention in a flat water state.
【図2】図1の拡大正断面図である。FIG. 2 is an enlarged front sectional view of FIG.
【図3】図1の出水時の使用状態を示す側断面図であ
る。FIG. 3 is a side sectional view showing a use state at the time of flooding in FIG. 1;
【図4】図3の拡大正断面図である。FIG. 4 is an enlarged front sectional view of FIG. 3;
【図5】図1の箱状枠組の中空部に繊維のひも状体から
なる水質昇浄化体を内設した例を示す正断面図である。FIG. 5 is a front cross-sectional view showing an example in which a water quality improving and purifying body made of a string of fibers is internally provided in a hollow portion of the box-shaped framework of FIG. 1;
【図6】図1の箱状枠組内に浮体多面球体の水質浄化体
を内設した例を示す正断面図である。FIG. 6 is a front sectional view showing an example in which a water purification body of a floating polyhedral sphere is provided inside the box-shaped framework of FIG. 1;
【図7】図6の浮体多面球体の拡大側面図である。FIG. 7 is an enlarged side view of the floating polygonal sphere of FIG. 6;
【図8】図7の鳥瞰図である。FIG. 8 is a bird's-eye view of FIG. 7;
【図9】図1の箱状枠組内に浮体多面筒状体の水質浄化
体を内設した例を示す正断面図である。FIG. 9 is a front sectional view showing an example in which a water purification body of a floating polyhedral cylindrical body is provided inside the box-shaped framework of FIG. 1;
【図10】図9の浮体多面筒状体の概略拡大側面図であ
る。FIG. 10 is a schematic enlarged side view of the floating polygonal cylindrical body of FIG. 9;
【図11】図10の鳥瞰図である。FIG. 11 is a bird's-eye view of FIG. 10;
【図12】本発明の水質浄化用排水溝を河川敷内に埋設
した応用例を示す想定図である。FIG. 12 is a diagram showing an application example in which a drainage groove for water purification of the present invention is embedded in a riverbed.
【図13】本発明の深U字排水溝を多孔質透水性コンク
リートで形成し、堤防内の樋管から河川に放流される集
落排水の水質浄化用に応用した例を示す想定図である。FIG. 13 is a conceptual diagram showing an example in which a deep U-shaped drainage ditch according to the present invention is formed of porous permeable concrete and applied to water purification of settlement drainage discharged into a river from a gutter pipe in a bank.
1 深U字排水溝 2 土砂沈澱枡 3 箱状枠組 6 フロート体 10 ひも状体 11 浮体多面球体 12 浮体多面筒状体 DESCRIPTION OF SYMBOLS 1 Deep U-shaped drainage ditch 2 Sediment settling basin 3 Box-shaped frame 6 Float body 10 String-like body 11 Floating body polyhedral sphere 12 Floating body polyhedral cylindrical body
Claims (5)
有し、かつ適宜な間隔ごとに土砂沈澱枡を底部に設けた
深U字排水溝に、適宜の高さと、その内幅より若干小さ
い幅と、適宜な長さとを有する長方形で中空の格子状の
箱状枠組を、係止可能に内設すると共に、その箱状枠組
の中空部に浮上性の水質浄化体を内設し、かつその上面
にフロート体を設けた水質浄化用排水溝。1. A deep U-shaped drain having a depth equal to or greater than the depth of a normal U-shaped drain and provided with sedimentation pits at the bottom at appropriate intervals. A rectangular, hollow, lattice-shaped box-shaped framework having a width slightly smaller than the inner width and an appropriate length is provided in a lockable manner, and a floating water purifier is provided in the hollow portion of the box-shaped framework. A drain for water purification, which is installed inside and has a float on its upper surface.
多数配設した生物膜体である請求項1記載の水質浄化用
排水溝。2. The drainage groove for water purification according to claim 1, wherein the water purification body is a biofilm in which a plurality of fiber strings are arranged in a longitudinal direction.
板を縦横に交差させて形成した浮体多面球体である請求
項1記載の水質浄化用排水溝。3. The drainage groove for water purification according to claim 1, wherein the water purification body is a floating polyhedral sphere formed by vertically and horizontally intersecting circular strips of appropriate width and thickness.
して、そのパイプ表面に直角に適宜な幅と厚みの円形の
帯状体を接着させ、その間を適宜な間隔に板状体で区切
って形成した浮体多面筒状体である請求項1記載の水質
浄化用排水溝。4. A water purification body covers both ends of a cylindrical pipe, and a circular band having an appropriate width and thickness is adhered to the surface of the pipe at right angles. The drainage groove for water purification according to claim 1, wherein the drainage groove is a floating polygonal cylindrical body formed by partitioning with water.
で形成された請求項1、2、3または4記載の水質浄化
用排水溝。5. The drainage groove for water purification according to claim 1, wherein the deep U-shaped drainage groove is formed of porous permeable concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9172156A JPH1119670A (en) | 1997-06-27 | 1997-06-27 | Gutter for purifying water quality |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9172156A JPH1119670A (en) | 1997-06-27 | 1997-06-27 | Gutter for purifying water quality |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1119670A true JPH1119670A (en) | 1999-01-26 |
Family
ID=15936614
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9172156A Pending JPH1119670A (en) | 1997-06-27 | 1997-06-27 | Gutter for purifying water quality |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1119670A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007061664A (en) * | 2005-08-29 | 2007-03-15 | Kaihatsu Concrete Kk | Water clarification equipment |
JP2010042372A (en) * | 2008-08-18 | 2010-02-25 | Sato Kogyo Co Ltd | Water purification system and water purification method |
-
1997
- 1997-06-27 JP JP9172156A patent/JPH1119670A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007061664A (en) * | 2005-08-29 | 2007-03-15 | Kaihatsu Concrete Kk | Water clarification equipment |
JP2010042372A (en) * | 2008-08-18 | 2010-02-25 | Sato Kogyo Co Ltd | Water purification system and water purification method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR20080111708A (en) | Water way type artificality marsh and building method thereof | |
KR100437075B1 (en) | the purificate method of a rainwater in an underflow pond and that equipments | |
CN106277657A (en) | The most interim purifying integral system and effluent purification method | |
CN208667257U (en) | A kind of multithread is to percolation type modular combination wetland device | |
KR101268382B1 (en) | Hybrid constructed wetland for protecting the costal and natural wetlands | |
KR100601908B1 (en) | First Flushing Stormwater Treatment and waterside Creation by reservoir | |
JP2000186351A (en) | Penetration-type water intake method | |
KR101447684B1 (en) | The Water Quality Control Facilities | |
KR20100089449A (en) | Sustainable structured permeability controlling system | |
JPS6094195A (en) | Purification of river water | |
KR100429768B1 (en) | a rivers the quality of water purgation equipment by a riverbed filtering and that method | |
JPH1119670A (en) | Gutter for purifying water quality | |
KR200287647Y1 (en) | the purificate equipments of a rainwater in an underflow pond | |
KR20080015136A (en) | Nature friendly channel for artificial wetland | |
KR102195887B1 (en) | Advanced water purification system with vegetation channel type | |
KR100906260B1 (en) | Vegetation waterway and building method thereof | |
KR20130086030A (en) | The water quality control facilities | |
KR101268665B1 (en) | Filtering devices having concatenated things with filter layer | |
KR101036279B1 (en) | Apparatus for purifying the osmotic non-point pollution material in water collecting and distributing structure | |
JPH0576895A (en) | Discharged water purifying device for water channel | |
KR20140022090A (en) | Biofilm media consisting of bonded granules | |
KR200253332Y1 (en) | a rivers the quality of water purgation equipment by a riverbed filtering | |
KR20130086031A (en) | The water quality control facilities | |
KR920002815B1 (en) | Clarification device | |
CN221877966U (en) | Hard embankment ecological reconstruction structure capable of purifying water quality of discharged water into river |