JPH0576895A - Discharged water purifying device for water channel - Google Patents

Discharged water purifying device for water channel

Info

Publication number
JPH0576895A
JPH0576895A JP3239362A JP23936291A JPH0576895A JP H0576895 A JPH0576895 A JP H0576895A JP 3239362 A JP3239362 A JP 3239362A JP 23936291 A JP23936291 A JP 23936291A JP H0576895 A JPH0576895 A JP H0576895A
Authority
JP
Japan
Prior art keywords
water channel
purification
waterway
tank
water
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
JP3239362A
Other languages
Japanese (ja)
Inventor
Ichiji Sogo
一司 十河
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.)
SANKUSU KK
Panasonic Industrial Devices SUNX Co Ltd
Original Assignee
SANKUSU KK
Sunx Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SANKUSU KK, Sunx Ltd filed Critical SANKUSU KK
Priority to JP3239362A priority Critical patent/JPH0576895A/en
Publication of JPH0576895A publication Critical patent/JPH0576895A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

PURPOSE:To inexpensively arrange the title device and to enhance the purifying function thereof. CONSTITUTION:In a three-surface water channel A having a recessed cross section consisting of both left and right side walls and a bottom wall, the lower parts of both inner surfaces of the side walls of the water channel are made thick to provide small stepped parts and a lid 2 is stretched over the left and right small stepped parts to be fixed thereto to constitute an upper water channel 3 and a lower water purifying water channel 4 to the three-surface water channel 3. Purification is promoted in the lower water purifying water channel 4 and the amount of flowing water is ensured in the upper water channel 3 above the lid 2 at the time of flooding.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、一般河川の水路、ゴル
フ場や公園施設用の排水路で用いる水路用排水浄化シス
テムに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage purification system for waterways used in waterways of general rivers, drainage paths for golf courses and park facilities.

【0002】[0002]

【従来の技術】従来の水路用排水浄化システムは、下水
道や小川より集水した水を、沈殿槽、濾過槽、ばっ気槽
等の大型装置で大量に処理し、汚水を浄化するものであ
った。
2. Description of the Related Art A conventional drainage purification system for a waterway purifies wastewater by treating a large amount of water collected from a sewer or a stream with a large apparatus such as a sedimentation tank, a filtration tank, or an aeration tank. It was

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の水路用
排水浄化システムにおいては、大型の装置であるため、
多大の費用がかる。また、近年、多種の水路が造られ、
これを簡易に浄化する必要が起きてきた。特に、渇水期
には小川の流量に対して、汚染水の占める割合が多くな
り、BOD(生物的酸素要求量)、COD(科学的酸素
要求量)の値が高くなり、効果的に浄化させる必要があ
る。
However, in the conventional drainage purification system for waterways, since it is a large-sized device,
It costs a lot of money. Also, in recent years, various waterways have been created,
It has become necessary to cleanse this easily. In particular, during the dry season, the ratio of contaminated water to the flow of the stream increases, and the values of BOD (biological oxygen demand) and COD (scientific oxygen demand) increase, so that effective purification is possible. There is a need.

【0004】本発明は、上記の点に鑑み、廉価に設置で
き、しかも、浄化機能を高めることを目的としている。
In view of the above points, the present invention has an object to be installed at a low cost and to enhance the purification function.

【0005】[0005]

【課題を解決するための手段】本発明による課題解決手
段は、図1ーA,1−Bの如く、左右両側壁及び底壁か
らなる凹型断面の三面水路Aにおいて、その両側壁内面
下部の肉厚を大きくして小段部1を設け、これら左右小
段部1に蓋2を差渡してこれを固定することによって、
三面水路Aに上部水路3と下部浄化水路4とを構成す
る。
As shown in FIGS. 1-A and 1-B, the problem-solving means according to the present invention is a three-sided waterway A having a concave cross-section consisting of left and right side walls and a bottom wall. By providing a small step portion 1 with an increased wall thickness, and placing a lid 2 over these left and right small step portions 1 and fixing them,
An upper water channel 3 and a lower purified water channel 4 are formed in the three-sided water channel A.

【0006】そして、下部浄化水路4には浄化能力を向
上させるために一対の堰5,6を互いに間隔を置いて設
ける。さらに、下部浄化水路4には浄化能力を向上させ
るために一対の堰6を設け、これら堰6の仕切内に、沈
殿槽7、砕石槽8、セラミック槽9または木炭槽10を
形成しる。
A pair of weirs 5 and 6 are provided in the lower purification water passage 4 at intervals to improve the purification performance. Further, a pair of weirs 6 is provided in the lower purification water channel 4 in order to improve the purification ability, and a settling tank 7, a crushed stone tank 8, a ceramic tank 9 or a charcoal tank 10 is formed in the partition of these weirs 6.

【0007】[0007]

【作用】上記課題解決手段において、水の流れに従っ
て、下部浄化水路4にあるそれぞれの槽の作用を図1ー
A,図1ーBから説明する。
The action of each tank in the lower purified water channel 4 according to the flow of water in the above means for solving problems will be described with reference to FIGS. 1A and 1B.

【0008】まず、流水は第一沈殿槽7aに入れ、小石
等を沈殿させる。その後、仕切堰13を越えた流水は、
網目グレーチング11を通して、小枝や枯木、ビニー
ル、空函等を除去して、第二沈殿槽7bに入れ、シルト
(泥,粘土)質を沈殿させる。
First, running water is put into the first settling tank 7a to settle pebbles and the like. After that, the running water that passed the partition weir 13
Twigs, dead trees, vinyl, empty boxes, etc. are removed through the mesh grating 11 and placed in the second settling tank 7b to precipitate silt (mud, clay).

【0009】次に越流堰5を越えた流水は、誘導槽12
に入れ、浄化能力を向上させながら、底窓堰6の底窓6
aから砕石8aの槽8に流す。該砕石槽8から発生する
土壌菌等のバクテリアによって不純物を除去し、その
後、さらに底窓堰6を通してセラミック槽9に入れ、多
孔質で透水性のセラミックパイプ9aに発生するバクテ
リアに立体的に接触させて、さらに水の浄化を促進させ
る。その後、さらに底窓堰6を通して木炭槽10で木炭
10aの吸着脱臭作用や、またバクテリアの働きによ
り、なお一層の浄化を行う。その後、再び底窓堰6を通
し砕石槽8に入れ、さらに浄化させて、上部水路3に流
す。
Next, the running water that has flowed over the overflow weir 5 is guided to the induction tank 12
The bottom window 6 of the bottom window weir 6 while improving the purification capacity.
Flow from a to the tank 8 of crushed stone 8a. Impurities are removed by bacteria such as soil fungi generated from the crushed stone tank 8 and then placed in a ceramic tank 9 through a bottom window weir 6 to three-dimensionally contact bacteria generated in a porous and water-permeable ceramic pipe 9a. And further promote the purification of water. After that, the charcoal tank 10 is further purified through the bottom window weir 6 in the charcoal tank 10 by the adsorption and deodorizing action of the charcoal 10a and the action of bacteria. After that, the bottom window weir 6 is passed through again and the crushed stone tank 8 is put in to further purify it, and then it is flowed to the upper water channel 3.

【0010】なお、水量が多い場合には、水は蓋2の上
の上部水路3を流れるため、支障は無い。
When the amount of water is large, the water flows through the upper water channel 3 above the lid 2, so there is no problem.

【0011】[0011]

【実施例】以下、本発明の一実施例を図1〜7に基づい
て説明すると、左右両側壁及び底壁からなる凹型断面の
三面水路Aにおいて、その両側壁内面下部の肉厚を大き
くして小段部1を設け、これら左右小段部1に蓋2を差
渡してこれを固定することによって、三面水路Aに上部
水路3と下部浄化水路4とを構成している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. 1 to 7. In a three-sided water channel A having a concave cross-section consisting of left and right side walls and a bottom wall, the wall thickness of the lower inner surface of both side walls is increased. A small step portion 1 is provided, and a lid 2 is placed over the left and right small step portions 1 and fixed thereto to form an upper water channel 3 and a lower purified water channel 4 in the three-sided water channel A.

【0012】そして、前記下部浄化水路4には浄化能力
を向上させるために上流側の凹部5a付越流堰5と、下
流側の底窓6a付底窓堰6とを互いに間隔を置いて設け
ている。
In order to improve the purification capacity, the lower purification channel 4 is provided with an upstream overflow weir 5 with a recess 5a and a downstream bottom window 6a with a bottom window weir 6 spaced from each other. ing.

【0013】さらに、前記下部浄化水路4には浄化能力
を向上させるために一対の底窓6a付底窓堰6を設け、
これら堰6の仕切内に、沈殿槽7、砕石槽8、セラミッ
ク槽9または木炭槽10を形成している。
Further, a pair of bottom window weirs 6 with bottom windows 6a are provided in the lower purification water channel 4 in order to improve the purification capacity,
A sedimentation tank 7, a crushed stone tank 8, a ceramic tank 9 or a charcoal tank 10 is formed in the partition of these weirs 6.

【0014】なお、本発明は、従来の水路を上下二重構
造とし、下部に浄化装置を設けたユニットを組み合わせ
たものである。基本的ブッロックとしては、図2で示す
ように上部水路3だけのブッロックB1、図3で示すよ
うに下部浄化水路4に越流堰5と底窓堰6を設けたブッ
ロックB2、図4で示すように下部浄化水路4に全く仕
切の無いブッロックB3、図5で示すように下部浄化水
路4の両端に仕切堰13が設けられたブッロックB4、
図6で示すように下部浄化水路4の約1/3の所に底窓
堰6が設けられたブッロックB5、図7で示すように下
部浄化水路4の両端に仕切堰13が設けられたブッロッ
クB6等がある。
The present invention is a combination of a conventional water channel having a vertically double structure and a unit having a purifying device provided at the bottom thereof. As a basic block, as shown in FIG. 2, a block B1 only for the upper water channel 3, as shown in FIG. 3, a block B2 in which an overflow weir 5 and a bottom window weir 6 are provided in the lower purified water channel 4, shown in FIG. As shown in FIG. 5, a block block B3 having no partition in the lower purified water channel 4, and a block block B4 having partition weirs 13 at both ends of the lower purified water channel 4, as shown in FIG.
As shown in FIG. 6, a block lock B5 in which a bottom window weir 6 is provided at about 1/3 of the lower purification water channel 4, and a block lock in which partition weirs 13 are provided at both ends of the lower purification water channel 4 as shown in FIG. There are B6 etc.

【0015】また、本発明の水路内の小段部1にはナッ
ト14が埋設され、その上に蓋2を乗せて、その蓋は蓋
孔に通したボルトで固定する。
Further, a nut 14 is embedded in the small step portion 1 in the water channel of the present invention, a lid 2 is placed on the nut 14, and the lid is fixed by a bolt passed through a lid hole.

【0016】また、蓋2は自然に調和させるために表面
に擬石模様や自然石を埋め込んだものを利用するとよ
い。なお、蓋2は、砕石やセラミック、また木炭の流出
を防ぐとともに、上流より流れてくる石や異物から下部
浄化水路4を保護する役目も行う。
Further, the lid 2 is preferably made by embedding a pseudo-stone pattern or natural stone on the surface in order to naturally harmonize. The lid 2 not only prevents crushed stones, ceramics, and charcoal from flowing out, but also protects the lower purified water channel 4 from stones and foreign matter flowing from upstream.

【0017】次に、水の流れに従って、下部浄化水路4
にあるそれぞれの槽の作用を、図1ーA,図1ーBから
説明する。
Next, in accordance with the flow of water, the lower purified water channel 4
The operation of each tank in FIG. 1 will be described with reference to FIGS. 1A and 1B.

【0018】まず、流水は第一沈殿槽7aに入れ、小石
等を沈殿させる。その後、仕切堰13を越えた流水は、
網目グレーチング11を通して、小枝や枯木、ビニー
ル、空函等を除去して、第二沈殿槽7bに入れ、シルト
(泥,粘土)質を沈殿させる。
First, the running water is put into the first settling tank 7a to precipitate pebbles and the like. After that, the running water that passed the partition weir 13
Twigs, dead trees, vinyl, empty boxes, etc. are removed through the mesh grating 11 and placed in the second settling tank 7b to precipitate silt (mud, clay).

【0019】次に越流堰5を越えた流水は、誘導槽12
に入れ、浄化能力を向上させながら、底窓堰6の底窓6
aから砕石8aの槽8に流す。該砕石槽8から発生する
土壌菌等のバクテリアによって不純物を除去し、その
後、さらに底窓堰6を通してセラミック槽9に入れ、多
孔質で透水性のセラミックパイプ9aに発生するバクテ
リアに立体的に接触させて、さらに水の浄化を促進させ
る。その後、さらに底窓堰6を通して木炭槽10で木炭
10aの吸着脱臭作用や、またバクテリアの働きによ
り、なお一層の浄化を行う。その後、再び底窓堰6を通
し砕石槽8に入れ、さらに浄化させて、上部水路3に流
す。
Next, the running water that has flowed over the overflow weir 5 is guided to the induction tank 12
The bottom window 6 of the bottom window weir 6 while improving the purification capacity.
Flow from a to the tank 8 of crushed stone 8a. Impurities are removed by bacteria such as soil fungi generated from the crushed stone tank 8 and then placed in a ceramic tank 9 through a bottom window weir 6 to three-dimensionally contact bacteria generated in a porous and water-permeable ceramic pipe 9a. And further promote the purification of water. After that, the charcoal tank 10 is further purified through the bottom window weir 6 in the charcoal tank 10 by the adsorption and deodorizing action of the charcoal 10a and the action of bacteria. After that, the bottom window weir 6 is passed through again and the crushed stone tank 8 is put in to further purify it, and then it is flowed to the upper water channel 3.

【0020】なお、水量が多い場合には、水は蓋2の上
の上部水路3を流れるため、支障は無い。
When the amount of water is large, the water flows through the upper water channel 3 above the lid 2, so there is no problem.

【0021】なお、上記実施例に限定されるものではな
く、本発明の範囲内で上記実施例に多くの修正および変
更を加え得ることは勿論である。
It is needless to say that the present invention is not limited to the above embodiment, and many modifications and changes can be made to the above embodiment within the scope of the present invention.

【0022】[0022]

【発明の効果】以上の説明から明らかな通り、本発明の
水路用排水浄化システムによって、下部浄化水路4で浄
化を促進するとともに、増水時には蓋2の上側の上部水
路3で流水量を確保することができる。また、土壌菌等
のバクテリアの発生となる砕石、セラミックは半永久的
であり、木炭も一年に一、二度程度の交換で良いため、
維持管理費が特に安い。さらに、排水量に応じて、水路
幅、深さの変更が可能で、また、浄化の目的に応じて、
浄化作用の物質の種類も簡単に変更ができ、多種類の排
水に対応できる。また、設置場所によって、開渠、暗渠
等設置条件の幅を広げることが可能となる。さらにま
た、本体のコンクリート製の水路ブッロックは工場生産
するため、現場での工事は最小限に抑えられ、工期の短
縮が可能で、また、自然流下方式なので電気設備がいら
ない。さらに、水路への埋設型なので、用地費がいらな
い等、費用の軽減が計られる。また、暗渠にすると上は
公園等に利用できる。そして、施工に専門技術者を必要
としない。また、動力を必要としないので、騒音問題も
ない等、優れた効果がある。
As is apparent from the above description, according to the drainage purification system for a water channel of the present invention, purification is promoted in the lower purification water channel 4, and at the time of increasing water, the upper water channel 3 above the lid 2 secures the amount of water flow. be able to. In addition, crushed stones and ceramics that generate bacteria such as soil fungi are semi-permanent, and charcoal can be replaced once or twice a year.
Maintenance costs are particularly low. Furthermore, the width and depth of the water channel can be changed according to the amount of drainage, and according to the purpose of purification,
The type of substance used for purification can be easily changed, and a wide variety of wastewater can be supported. Further, depending on the installation location, it is possible to widen the range of installation conditions such as open conduit and underdrain. Furthermore, the concrete block for the waterway, which is made of concrete, is manufactured at the factory, which minimizes the construction work on site, shortens the construction period, and does not require electrical equipment because it is a natural flow system. Furthermore, since it is buried in a waterway, there is no need to pay for land, and costs can be reduced. In addition, if it is a culvert, it can be used as a park. And it does not require a professional engineer for construction. In addition, since no power is required, there is no problem of noise, which is an excellent effect.

【図面の簡単な説明】[Brief description of drawings]

【図1−A】図1−Aは本発明の一実施例における水路
用排水浄化システムの全体図の前半部の断面側面図を示
す。
FIG. 1-A is a sectional side view of a front half of an overall view of a drainage purification system for a water channel according to an embodiment of the present invention.

【図1−B】図1−Bは同じく本発明の一実施例におけ
る水路用排水浄化システムの全体図の後半部の断面側面
図を示す。
FIG. 1-B is a sectional side view of the latter half of the overall view of the drainage purification system for a water channel according to the embodiment of the present invention.

【図2】図2は上部水路だけの三面水路ブッロックの斜
面図である。
FIG. 2 is a perspective view of a trihedral waterway block with only an upper waterway.

【図3】図3は下部浄化水路に越流堰と底窓堰を設けた
三面水路ブッロックの斜面図である。
FIG. 3 is a perspective view of a three-sided canal block that has an overflow weir and a bottom window weir in a lower purification channel.

【図4】図4は下部浄化水路に仕切堰の無い三面水路ブ
ッロックの斜面図である。
FIG. 4 is a perspective view of a three-sided waterway block with no partition weir in the lower purification waterway.

【図5】図5は下部浄化水路の両端に仕切堰が設けられ
た三面水路ブッロックの斜面図である。
FIG. 5 is a perspective view of a three-sided waterway block with a partition weir provided at both ends of the lower purification waterway.

【図6】図6は下部浄化水路の約1/3の所に底窓堰が
設けられた三面水路ブッロックの斜面図である。
FIG. 6 is a perspective view of a three-sided waterway block with a bottom window weir provided at about 1/3 of the lower purification waterway.

【図7】図7は下部浄化水路の両端に仕切堰が設けられ
た三面水路ブッロックの斜面図である。
FIG. 7 is a perspective view of a three-sided canal block with a partition weir provided at both ends of the lower purified water canal.

【符号の説明】[Explanation of symbols]

A 三面水路 1 小段部 2 蓋 3 上部水路 4 下部浄化水路 5,6 堰 7 沈殿槽 8 砕石槽 9 セラミック槽 10 木炭槽 A Three-sided waterway 1 Small step 2 Lid 3 Upper waterway 4 Lower waterway 5,6 Weir 7 Settling tank 8 Crushed stone tank 9 Ceramic tank 10 Charcoal tank

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C02F 3/10 A 6647−4D E03F 5/14 8202−2D // B01D 29/00 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification number Office reference number FI technical display location C02F 3/10 A 6647-4D E03F 5/14 8202-2D // B01D 29/00

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 左右両側壁及び底壁からなる凹型断面の
三面水路において、その両側壁内面下部の肉厚を大きく
して小段部を設け、これら左右小段部に蓋を差渡してこ
れを固定することによって、三面水路に上部水路と下部
浄化水路とを構成したことを特徴とする水路用排水浄化
システム。
1. In a three-sided waterway having a concave cross section composed of left and right side walls and a bottom wall, a small step portion is provided by increasing the thickness of the lower inner surface of both side walls, and a lid is put over these left and right small step portions to fix them. By doing so, a drainage purification system for a waterway, characterized in that an upper waterway and a lower purification waterway are formed in the three-sided waterway.
【請求項2】 請求項1記載の下部浄化水路には浄化能
力を向上させるために一対の堰を互いに間隔を置いて設
けたことを特徴とする水路用排水浄化システム。
2. A drainage purification system for a waterway, wherein the lower purification waterway according to claim 1 is provided with a pair of weirs spaced apart from each other in order to improve the purification capacity.
【請求項3】 請求項1記載の下部浄化水路には浄化能
力を向上させるために一対の堰を設け、これら堰の仕切
内に、沈殿槽、砕石槽、セラミック槽または木炭槽を形
成したことを特徴とする水路用排水浄化システム。
3. The lower purification channel according to claim 1 is provided with a pair of weirs for improving the purification capacity, and a sedimentation tank, a crushed stone tank, a ceramic tank or a charcoal tank is formed in the partition of these weirs. A drainage purification system for waterways.
JP3239362A 1991-09-19 1991-09-19 Discharged water purifying device for water channel Pending JPH0576895A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3239362A JPH0576895A (en) 1991-09-19 1991-09-19 Discharged water purifying device for water channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3239362A JPH0576895A (en) 1991-09-19 1991-09-19 Discharged water purifying device for water channel

Publications (1)

Publication Number Publication Date
JPH0576895A true JPH0576895A (en) 1993-03-30

Family

ID=17043634

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3239362A Pending JPH0576895A (en) 1991-09-19 1991-09-19 Discharged water purifying device for water channel

Country Status (1)

Country Link
JP (1) JPH0576895A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06304585A (en) * 1993-04-27 1994-11-01 Kensaku Abe Purification treating device
JP2010274201A (en) * 2009-05-28 2010-12-09 Shimizu Corp Environmental preservation-type filter
JP2013022552A (en) * 2011-07-25 2013-02-04 Chugoku Electric Power Co Inc:The Structure for earth and sand sedimentation, sedimentation basin construction method, and water passage recovery method
JP2016215120A (en) * 2015-05-20 2016-12-22 住友金属鉱山株式会社 Waste water treatment device
CN107620295A (en) * 2017-09-28 2018-01-23 扬州大学 Mill weir structure and its implementation are crossed in the gutter that a kind of assembled mitigates non-point pollution

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06304585A (en) * 1993-04-27 1994-11-01 Kensaku Abe Purification treating device
JP2010274201A (en) * 2009-05-28 2010-12-09 Shimizu Corp Environmental preservation-type filter
JP2013022552A (en) * 2011-07-25 2013-02-04 Chugoku Electric Power Co Inc:The Structure for earth and sand sedimentation, sedimentation basin construction method, and water passage recovery method
JP2016215120A (en) * 2015-05-20 2016-12-22 住友金属鉱山株式会社 Waste water treatment device
CN107620295A (en) * 2017-09-28 2018-01-23 扬州大学 Mill weir structure and its implementation are crossed in the gutter that a kind of assembled mitigates non-point pollution

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