JP2002143831A - Method for removing suspended matter - Google Patents

Method for removing suspended matter

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Publication number
JP2002143831A
JP2002143831A JP2000339687A JP2000339687A JP2002143831A JP 2002143831 A JP2002143831 A JP 2002143831A JP 2000339687 A JP2000339687 A JP 2000339687A JP 2000339687 A JP2000339687 A JP 2000339687A JP 2002143831 A JP2002143831 A JP 2002143831A
Authority
JP
Japan
Prior art keywords
water
flow path
treated
suspended
bent portion
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.)
Granted
Application number
JP2000339687A
Other languages
Japanese (ja)
Other versions
JP3899227B2 (en
Inventor
Katsumi Iizuka
克己 飯塚
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2000339687A priority Critical patent/JP3899227B2/en
Publication of JP2002143831A publication Critical patent/JP2002143831A/en
Application granted granted Critical
Publication of JP3899227B2 publication Critical patent/JP3899227B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a suspended matter removing method by which the matter suspended in the bottom layer of the water circulating in bathhouse facilities, an aquarium, a nursery or the like is removed efficiently without exerting labor and time by physical treatment without using a filter and chemicals. SOLUTION: The first flow path A is constituted by setting the inclination of a gutter 1a to be 0.86 deg., the first bended part is constituted by connecting a bended member 2a to the lower end of the gutter 1a, the second flow path B is constituted by connecting a gutter 1b to the first bended part and setting the inclination of the gutter 1b to be 0.86 deg., the second bended part is constituted by connecting a bended member 2b to the lower end of the gutter 1b and the third flow path C is constituted by connecting a gutter 1c to the second bended part and setting the inclination of the gutter 1c to be 0.86 deg.. The water to be treated is made to flow from the upper end of the route A, the suspended matter existing in the bottom layer of the water is made to drop out in the straightly advancing direction at the first and second bended parts and removed. The treated water is made to flow over the first and second bended parts and recovered.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、浴場施設や水族館
や養殖場などで循環している水の中にあってその下層に
於いて懸濁状態となっている物質の除去方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of removing a substance suspended in a lower layer of water circulating in a bath facility, an aquarium, a farm, or the like. .

【0002】[0002]

【従来の技術】浴場施設や水族館や養殖場などの循環し
ている水の中には、老化した動物の細胞や微生物の死
骸、油状物質、空気中の塵埃及び水垢、即ち、水の中に
存在しているマグネシウム、カルシウム、シリカ、アル
ミニウム等の非金属性物質が酸化還元作用により状態変
化して析出してきた物質等の全部又は一部が混ざり合っ
て前記循環水の下層に懸濁状態となって存在しているも
のである。
2. Description of the Related Art Circulating water, such as bath facilities, aquariums, and aquaculture, contains dead bodies of cells and microorganisms of aging animals, oily substances, dust and scale in the air, that is, water. Non-metallic substances such as magnesium, calcium, silica, and aluminum that are present are all or part of the substances and the like that have changed state due to oxidation-reduction action and are mixed with each other to be suspended in the lower layer of the circulating water. It exists.

【0003】しかし、このような懸濁状態となっている
物質を含んでいる水を、好気性微生物による浄化処理の
目的で処理槽内の接触材や濾材などに接触させると、そ
れらの物質が、接触材や濾材等の表面に付着して、その
部分には酸素の供給が充分に行われなくなり、嫌気性と
なって、良好な好気性微生物による処理ができないもの
となってしまう。
[0003] However, when water containing such suspended substances is brought into contact with a contact material or a filter medium in a treatment tank for the purpose of purification treatment by aerobic microorganisms, the substances are removed. In addition, it adheres to the surface of the contact material, the filter material, and the like, and oxygen is not sufficiently supplied to that portion, and the portion becomes anaerobic and cannot be treated with a favorable aerobic microorganism.

【0004】通常は、このような状態となった接触材や
濾材は、そのままの状態で洗浄水で逆洗したり、槽内か
ら取り出して高圧水で洗い流したり等して、付着した物
質を除去しているが、処理装置を停止したり処理する手
間が掛かったりと能率が悪いものとなっている。
Normally, the contact material or the filter material in such a state is back-washed with washing water as it is, or taken out of the tank and rinsed with high-pressure water to remove attached substances. However, it is inefficient because it takes time to stop the processing apparatus or perform processing.

【0005】[0005]

【発明が解決しようとする課題】本発明は、以上のよう
な従来例の不都合を解消し、浴場施設や水族館、あるい
は養殖場等で用いられている、循環している水の下層で
懸濁状態となっている物質を、濾過装置や化学薬品を用
いることなく、物理的な処理によって、手間を掛けずに
効率よく除去することを解決の課題とする。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned disadvantages of the prior art, and suspends in the lower layer of circulating water used in bath facilities, aquariums, or farms. An object of the present invention is to efficiently remove a substance in a state by a physical treatment without using a filtering device or a chemical, without any trouble.

【0006】[0006]

【課題を解決するための手段】本発明の1は、下降勾配
を有し、かつ下流の途中に屈曲部を有する流路を利用し
て懸濁物質を除去する懸濁物質の除去方法であって、上
記流路の上流部から下流に向けて被処理水を流し、該被
処理水の下層に存在する懸濁物質を、上記屈曲部に於い
て、該流路から流れの直進方向に弾き出して除去すると
ともに、懸濁物質を除去した処理済水を屈曲方向に回流
させる懸濁物質の除去方法である。
According to one aspect of the present invention, there is provided a method of removing a suspended substance using a flow path having a downward slope and having a bent portion on the downstream side. Then, the water to be treated is caused to flow from the upstream part of the flow path to the downstream, and the suspended substance present in the lower layer of the water to be treated is ejected from the flow path in the bent portion in the straight direction of the flow. In this method, the treated water from which the suspended matter has been removed is circulated in the bending direction.

【0007】本発明の2は、本発明の1の懸濁物質の除
去方法に於いて、前記流路の勾配を0.58°〜1.1
5°とした懸濁物質の除去方法である。
A second aspect of the present invention is the method of removing a suspended substance according to the first aspect of the present invention, wherein the gradient of the flow path is 0.58 ° to 1.1 °.
This is a method of removing suspended substances at 5 °.

【0008】本発明の3は、本発明の1又は2の懸濁物
質の除去方法に於いて、前記屈曲部を直角に構成し、か
つ該屈曲部を複数個所に設けた懸濁物質の除去方法であ
る。
A third aspect of the present invention is the method of removing a suspended substance according to the first or second aspect of the present invention, wherein the bent portion is formed at a right angle and the bent portion is provided at a plurality of positions. Is the way.

【0009】本発明の4は、本発明の1、2又は3の懸
濁物質の除去方法に於いて、前記一つの屈曲部から弾き
出される懸濁物質を含む被処理水の流量を、その流路の
上流から流下する被処理水の流量の2〜3%とした請求
項1、2又は3の懸濁物質の除去方法である。
A fourth aspect of the present invention is the method of removing a suspended substance according to the first, second or third aspect of the present invention, wherein the flow rate of the water to be treated containing the suspended substance ejected from the one bent portion is controlled by the flow rate. 4. The method for removing suspended substances according to claim 1, wherein the flow rate of the water to be treated flowing down from the upstream of the road is set to 2 to 3%.

【0010】[0010]

【発明の実施の形態】本発明は、浴場施設や水族館や養
殖場などで循環している水の中に含まれる懸濁物質を物
理的に除去する除去方法である。即ち、勾配を有する流
路であって、その下流途中に屈曲部を構成した流路を利
用して懸濁物質を除去する方法であり該流路の上流から
下流に向けて被処理水を流し、上記被処理水の下層に存
在する懸濁物質を、被処理水の一部とともに、上記屈曲
部に於いて、上記流路から流れの直進方向に弾き出して
除去すると同時に、懸濁物質を除去した処理済水を屈曲
方向に回流させる懸濁物質の除去方法である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention is a method for physically removing suspended substances contained in water circulating in a bath facility, an aquarium, a farm, or the like. That is, a method of removing suspended substances using a flow path having a gradient and having a bent portion in the middle of the flow path, and flowing the water to be treated from upstream to downstream of the flow path. The suspended material present in the lower layer of the water to be treated, together with a part of the water to be treated, is removed at the bent portion by popping out the flow path from the flow path in a direction in which the flow proceeds, and at the same time, removing the suspended material. This is a method of removing suspended substances by circulating the treated water in a bending direction.

【0011】前記被処理水は、主として浴場施設や水族
館、あるいは養殖場等で循環再利用している循環水であ
って、健康ランドや日帰りの湯等と一般に呼ばれている
施設の浴槽の湯水や、水族館や養殖場等の魚その他の飼
育槽の水等を対象としたものである。
The water to be treated is circulating water that is mainly circulated and reused in bath facilities, aquariums, aquaculture farms, and the like, and is used in hot tubs of facilities generally called health lands or day trip hot water. And fish in an aquarium or a farm, or water in a rearing tank.

【0012】前記懸濁物質は、前述のように、老化した
動物の細胞、微生物の死骸、油状物質、空気中の塵埃及
び水垢、即ち、水の中に存在しているマグネシウム、カ
ルシウム、シリカ、アルミニウム等の非金属性物質が酸
化還元作用により状態変化して析出してきた物質等の全
部又は一部が混ざり合って、その比重差から前記循環水
の下層に懸濁状態となって存在するものである。
[0012] As described above, the suspended substance may be a cell of an aging animal, a dead body of microorganisms, an oily substance, dust and scale in the air, that is, magnesium, calcium, silica present in water. Non-metallic substances such as aluminum, which change their state due to oxidation-reduction action and which are all or partly mixed and exist in a suspended state in the lower layer of the circulating water due to their specific gravity differences It is.

【0013】前記流路は、例えば、上部開放で、断面形
状がU字型、V字型、半円弧型等の樋状部材、または円
筒状や角筒状のパイプ状部材等を自由に採用することが
できる。その材質としてはプラスチック又は金属の何れ
でも不都合はない。例えば、前記流路としては、塩化ビ
ニル製のパイプ体又はこれを長さ方向に二つ割りにして
半円弧状断面の樋状のものが用いることができる。
The flow path may be, for example, a gutter-like member having a U-shaped, V-shaped, or semi-circular shape, or a pipe-shaped member having a cylindrical or rectangular tube shape. can do. There is no problem with either plastic or metal as the material. For example, as the flow path, a pipe body made of vinyl chloride or a gutter-like pipe having a semicircular cross section obtained by dividing the pipe body in a length direction can be used.

【0014】この流路には、0.58°〜1.15°
(概ね1/100〜2/100)の勾配を付けて、その
勾配の下方側には屈曲部を設ける。その屈曲部は、例え
ば、エルボを長さ方向に均等に二つ割にした屈曲部材を
用い、これを上部開放状態で前記流路に連結して直角部
を形成するものである。そしてこの屈曲部は、被処理水
に含まれる懸濁物質の除去率を高めるために複数個所に
配して構成するのが適当である。
In this flow path, 0.58 ° to 1.15 °
A slope (approximately 1/100 to 2/100) is provided, and a bend is provided below the slope. The bent portion is formed by, for example, using a bent member in which an elbow is equally divided in a length direction and connecting the elbow to the flow path in an upper open state to form a right angle portion. The bent portion is suitably provided at a plurality of locations in order to increase the removal rate of suspended substances contained in the water to be treated.

【0015】このように構成した流路の上流部から懸濁
物質を含んだ被処理水を流すと、該被処理水は、該流路
中をその勾配によって流下し、下流の屈曲部に於いて、
側壁に衝突し、その際に、被処理水の下層に位置する比
重の大きな懸濁物質は、若干の水とともに慣性によって
直進し側壁をよじ登って弾き出され、除去されることと
なる。
When the water to be treated containing suspended substances flows from the upstream portion of the flow path constructed as described above, the water to be processed flows down the flow path by the gradient, and flows at the downstream bent portion. And
At that time, the suspended matter having a high specific gravity, which is located in the lower layer of the water to be treated, is straightened by inertia together with some water, jumps up the side wall, is ejected, and is removed.

【0016】この時、一つの屈曲部から弾き出される懸
濁物質を含む被処理水を、被処理水の流量の2〜3%体
での流量とするのが良い。ここで一つの屈曲部から弾き
出される量をこれより多くすると、懸濁物質の量に比し
て同時に弾き出される被処理水の量が多くなり過ぎるこ
ととなり、また、屈曲部から弾き出される量をこれより
少なくすると、懸濁物質を充分に弾き出すことができな
いものとなって、いずれの場合も処理効率が悪いものと
なってしまう。
At this time, it is preferable to set the flow rate of the water to be treated containing suspended substances which is repelled from one bent portion to a flow rate of 2 to 3% of the flow rate of the water to be treated. Here, if the amount ejected from one bent portion is larger than this, the amount of water to be treated simultaneously ejected from the amount of suspended matter will be too large, and the amount ejected from the bent portion will be too large. If the amount is smaller, the suspended substance cannot be sufficiently repelled, and in either case, the processing efficiency becomes poor.

【0017】また、弾き出された懸濁物質を多量に含む
水は、いったん懸濁物質受入れ容器に受け入れて、これ
を堆肥や腐葉土などの上に散布すれば、肥料として利用
することができる。また懸濁物質を除去した処理済水
は、前記流路の中を直角方向に回流して貯留槽などに送
られて再利用に供されるものである。
[0017] Further, the water containing a large amount of the repelled suspended substance can be used as a fertilizer once it is received in a suspended substance receiving container and sprayed on compost or humus. The treated water from which the suspended substances have been removed is circulated in the flow channel in a right angle direction, sent to a storage tank or the like, and is reused.

【0018】[0018]

【実施例】以下、本発明の実施例を図面を参照しながら
詳細に説明する。図1は、本発明の懸濁物質の除去方法
に用いる装置の1実施例を示す説明図である。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is an explanatory view showing one embodiment of an apparatus used in the method for removing suspended substances according to the present invention.

【0019】<実施例1>先ず、被処理水を処理する装
置として、図1に示すように、直径が150mmの断面半
円弧状の塩化ビニル製の樋1a、1b、1cを用意し、
その樋1aの勾配を0.86°(約1.5/100)に
設定して第1流路Aを構成し、その第1流路Aの下端に
直径が150mmのエルボを均等に二つ割にしてなる屈曲
部材2aの上端を連結して第1屈曲部(直角部)を構成
し、該第1屈曲部の下端に樋1bを連結し、かつその勾
配を同様に0.86°に設定して第2流路Bを構成し、
その第2流路Bの下端に屈曲部材2bの上端を連結して
第2屈曲部(直角部)を構成し、該第2屈曲部の下端に
樋1cを連結して勾配を更に同様に0.86°に設定し
第3流路Cを構成した。
Embodiment 1 First, as an apparatus for treating water to be treated, as shown in FIG. 1, gutters 1a, 1b and 1c made of vinyl chloride and having a semicircular cross section with a diameter of 150 mm are prepared.
The slope of the gutter 1a is set to 0.86 ° (about 1.5 / 100) to form the first flow path A, and two elbows having a diameter of 150 mm are evenly provided at the lower end of the first flow path A. The upper end of the split bending member 2a is connected to form a first bent portion (right angle portion), the lower end of the first bent portion is connected to the gutter 1b, and the gradient is similarly set to 0.86 °. To configure the second flow path B,
The lower end of the second flow path B is connected to the upper end of the bending member 2b to form a second bent portion (right angle portion), and the lower end of the second bent portion is connected to the gutter 1c to further reduce the gradient to 0. .86 ° to form the third flow path C.

【0020】更に、上記第1流路Aの上端部には被処理
水を該第1流路Aに導入するための被処理水導入管4
を、第1屈曲部の近傍で第1流路Aの延長方向及び第2
屈曲部の近傍で第2流路Bの延長方向のそれぞれには弾
き出された懸濁物質を多量に含む被処理を受け入れる懸
濁物質受入れ容器5a又は5bを、第3流路Cの下端の
近傍でその延長方向には処理済水を受け入れる処理済水
貯留槽6を、それぞれ配置して、この実施例の懸濁物質
の除去方法に用いる装置を完成させた。なお前記被処理
水導入管4には流量調節バルブ3を付設した。
Further, at the upper end of the first flow path A, a water introduction pipe 4 for introducing the water to be treated into the first flow path A is provided.
In the extension direction of the first flow path A near the first bent portion and the second direction.
In the vicinity of the bent portion, in the extension direction of the second flow path B, a suspended substance receiving container 5a or 5b for receiving a treatment containing a large amount of the suspended substance that has been ejected is provided near the lower end of the third flow path C. The treated water storage tanks 6 for receiving the treated water were arranged in the extending direction, respectively, to complete the apparatus used in the method for removing suspended substances of this embodiment. The treated water introduction pipe 4 was provided with a flow control valve 3.

【0021】この装置の第1流路Aの上端部に、被処理
水導入管4より被処理水として某健康ランドの浴槽の湯
を導入して、その被処理水に含まれる懸濁物質を除去す
ることとした。また、その時に第1流路Aの上端への導
入量は、第1屈曲部から弾き出される量が導入量の3%
になるように流量調節バルブ3によって調節した。
At the upper end of the first flow path A of this apparatus, hot water from a bathtub of a certain healthy land is introduced as water to be treated from a water introduction pipe 4 to remove suspended substances contained in the water. It was decided to remove it. Also, at this time, the amount introduced into the upper end of the first flow path A is 3% of the amount introduced from the first bent portion.
Was adjusted by the flow control valve 3 so that

【0022】これによって被処理水は、第1流路A→第
1屈曲部→第2流路B→第2屈曲部→第3流路Cと流下
し、そのとき、第1屈曲部及び第2屈曲部に於いて、被
処理水に含まれその下層に存在する懸濁物質は、若干の
被処理水とともに、各流路の外に弾き出され、これは、
第1屈曲部では懸濁物質受入れ容器5aに、第2屈曲部
では懸濁物質受入れ容器5bに、それぞれ受け入れら
れ、更に第3流路Cから流下する処理済水は処理済水貯
留槽6に受け入れられた。
As a result, the water to be treated flows down the first flow path A → the first bent part → the second flow path B → the second bent part → the third flow path C. At that time, the first bent part and the third bent part 2 At the bent portion, the suspended matter contained in the water to be treated and present in the lower layer is ejected out of each flow path together with a small amount of the water to be treated.
In the first bent portion, the treated water which is received in the suspended substance receiving container 5a and in the second bent portion is respectively received in the suspended substance receiving container 5b, and further, the treated water flowing down from the third flow path C is transferred to the treated water storage tank 6. Accepted.

【0023】<実施例2>前記実施例1の装置を用い
て、被処理水として某水族館の魚の飼育槽の水を被処理
水導入管4より第1流路Aに導入し、被処理水に含まれ
る懸濁物質を除去することとした。また、その時の第1
流路Aへの導入量は、第1屈曲部から弾き出される量
が、導入量の2%になるように流量調節バルブ3で調節
した。
<Embodiment 2> Using the apparatus of the above-described embodiment 1, water from a fish breeding tank of a certain aquarium is introduced into the first channel A from the treated water introduction pipe 4 as treated water. It was decided to remove suspended substances contained in. Also, the first at that time
The amount introduced into the flow path A was adjusted by the flow control valve 3 so that the amount ejected from the first bent portion became 2% of the introduced amount.

【0024】これによって導入した被処理水は、第1流
路A→第1屈曲部→第2流路B→第2屈曲部→第3流路
Cと流下し、第1屈曲部及び第2屈曲部に於いて、被処
理水に含まれその下層に存在する懸濁物質は、若干の被
処理水とともに、各流路の外に弾き出され、これは第1
屈曲部では懸濁物質受入れ容器5aに、第2屈曲部では
懸濁物質受入れ容器5bに、それぞれ受け入れられ、更
に第3流路Cから流下する処理済水は処理済水貯留槽6
に受け入れられた。
The water to be treated introduced in this way flows down the first flow path A → the first bent part → the second flow path B → the second bent part → the third flow path C, and flows into the first bent part and the second bent part. At the bent portion, the suspended matter contained in the water to be treated and present in the lower layer is ejected out of each channel together with a small amount of the water to be treated.
Treated water which is received in the suspended substance receiving container 5a at the bent portion and the suspended substance receiving container 5b at the second bent portion and further flows down from the third channel C is treated water storage tank 6
Was accepted.

【0025】前記実施例1及び実施例2で用いた各被処
理水、前記実施例1及び実施例2で処理した各処理済水
をそれぞれサンプリングし、次に示す試験項目及び試験
方法によってその水質を測定して本発明の効果を確認し
た。
Each of the water to be treated used in Examples 1 and 2 and the treated water treated in Examples 1 and 2 were sampled, and their water quality was determined by the following test items and test methods. Was measured to confirm the effect of the present invention.

【0026】<試験項目及び試験方法>各被処理水及び
各処理済水の試験測定は、測定前に均一になるようによ
く振とうさせた後に行うようにした。 1.透視度 測定液を上部から導入し、下部から任意に排出できるよ
うな構造とし、底に二重十字標識板を入れた直径35m
m、高さ60cmのガラス管を使用し、これに測定液を満
たし、該ガラス管の上から覗いて、上記二重十字標識が
はっきりと識別できる底からの高さ(cm)を計測し、測
定液の透視度とする。2.SS濃度S69年環告64付
表8に基づき測定する。測定単位ppm。
<Test Items and Test Methods> The test measurement of each water to be treated and each treated water was carried out after shaking well so as to be uniform before the measurement. 1. Transparency 35m in diameter, with a structure that allows the measurement liquid to be introduced from the top and can be arbitrarily drained from the bottom, with a double cross sign plate at the bottom
m, using a glass tube with a height of 60 cm, filling it with the measuring solution, peeping from above the glass tube, measuring the height (cm) from the bottom where the double cross sign can be clearly identified, It is the transparency of the measurement liquid. 2. SS concentration: Measured based on S69 Announcement 64, Appendix Table 8. Unit of measurement ppm.

【0027】[0027]

【表1】 [Table 1]

【0028】<実施例の試験結果の考察>前記表1の実
施例1及び実施例2の各測定結果から判るように、被処
理水の処理後の透視度及びSS濃度の値は、いずれも処
理前のそれらの値と比較してはっきりとした優位差が出
ており、この実施例の懸濁物質の除去方法は優れたもの
であることが分かる。
<Consideration of Test Results of Examples> As can be seen from the measurement results of Examples 1 and 2 in Table 1 above, the values of the transparency and the SS concentration after the treatment of the water to be treated were all equal. There is a clear superior difference as compared to those values before the treatment, indicating that the method for removing suspended substances of this example is excellent.

【0029】[0029]

【発明の効果】従って、本発明の1の懸濁物質の除去方
法によれば、被処理水の下層で懸濁状態となっている物
質を、濾過装置や化学薬品を用いることなく、勾配を設
定し、かつその途中に屈曲部を配して構成した流路を通
過させることだけで、手間も掛けずに容易に効率よく除
去することができる。
Therefore, according to the method for removing suspended substances according to the first aspect of the present invention, the substances suspended in the lower layer of the water to be treated can be subjected to a gradient without using a filtering device or chemicals. By simply setting and passing through a flow path configured with a bent portion in the middle thereof, removal can be easily and efficiently performed without any trouble.

【0030】また、この処理を行うことよって後工程の
好気性微生物処理に於いて、その処理槽の接触材や濾材
等の表面に、前記懸濁状態となっている物質が付着する
ことが無くなり、酸素の供給が充分に行われるようにな
って、良好な好気性微生物処理ができるようになる。
Further, by performing this treatment, in the aerobic microorganism treatment in the subsequent step, the suspended substance does not adhere to the surface of the contact material or the filter material of the treatment tank. As a result, the supply of oxygen is sufficiently performed, and a favorable aerobic microorganism treatment can be performed.

【0031】本発明の2の懸濁物質の除去方法によれ
ば、前記流路に適度の勾配を設定したので、被処理水は
前記流路を適度な速度を保持して流下するようになり、
被処理水の下層で懸濁状態となっている物質を、屈曲部
で、流れの直進方向に弾き出して除去することができ
る。
According to the method for removing suspended substances according to the second aspect of the present invention, since an appropriate gradient is set in the flow path, the water to be treated flows down the flow path while maintaining an appropriate speed. ,
The substance suspended in the lower layer of the water to be treated can be removed by flipping out the bent portion in the direction of flow.

【0032】本発明の3の懸濁物質の除去方法によれ
ば、前記流路には屈曲部を直角に構成し、かつ該屈曲部
を複数個所に構成したので、被処理水の中に存在する懸
濁状態となっている物質を取り残しなく効率よく除去す
ることができる。
According to the method for removing suspended solids of the third aspect of the present invention, since the bent portion is formed at a right angle in the flow path and the bent portion is formed at a plurality of positions, the flow path is present in the water to be treated. It is possible to efficiently remove the suspended substances that remain.

【0033】本発明の4の懸濁物質の除去方法によれ
ば、前記一つの屈曲部から弾き出される懸濁物質を多量
に含む被処理水の流量を、上流から流下する被処理水の
流量の2〜3%としたので、懸濁状態となっている物質
を取り残しなく、効率よく除去し、かつ回流させる処理
水の回収率を高めることができる。
According to the method of removing suspended matter of the fourth aspect of the present invention, the flow rate of the treated water containing a large amount of the suspended matter repelled from the one bent portion is reduced by the flow rate of the treated water flowing down from the upstream. Since the content is set to 2 to 3%, the suspended substances can be efficiently removed without being left behind, and the recovery rate of the circulated treated water can be increased.

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

【図1】一実施例の懸濁物質の除去方法に用いる装置の
1例を示す説明図。
FIG. 1 is an explanatory view showing an example of an apparatus used for a method of removing suspended substances according to one embodiment.

【符号の説明】[Explanation of symbols]

1a、1b、1c 樋 2a、2b 屈曲部材 3 流量調節バルブ 4 被処理水導入管 5a、5b 懸濁物質受入れ容器 6 処理済水貯留槽 A 第1流路 B 第2流路 C 第3流路 1a, 1b, 1c Gutter 2a, 2b Bending member 3 Flow control valve 4 Treated water introduction pipe 5a, 5b Suspended substance receiving container 6 Treated water storage tank A First flow path B Second flow path C Third flow path

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 下降勾配を有し、かつ下流の途中に屈曲
部を有する流路を利用して懸濁物質を除去する懸濁物質
の除去方法であって、 上記流路の上流部から下流に向けて被処理水を流し、該
被処理水の下層に存在する懸濁物質を、上記屈曲部に於
いて、該流路から流れの直進方向に弾き出して除去する
とともに、懸濁物質を除去した処理済水を屈曲方向に回
流させる懸濁物質の除去方法。
1. A method for removing suspended matter using a flow path having a descending slope and having a bend in the middle of the downstream, the method comprising the steps of: The water to be treated is flowed toward, and the suspended substance present in the lower layer of the water to be treated is removed by flipping out the flow path from the flow path in the bending direction at the bent portion, and the suspended substance is removed. A method for removing suspended substances by flowing treated water in a bending direction.
【請求項2】 前記流路の勾配を0.58°〜1.15
°とした請求項1の懸濁物質の除去方法。
2. The inclination of said flow path is 0.58 ° to 1.15.
2. The method for removing suspended substances according to claim 1, wherein
【請求項3】 前記屈曲部を直角に構成し、かつ該屈曲
部を複数個所に設けた請求項1又は2の懸濁物質の除去
方法。
3. The method for removing suspended solids according to claim 1, wherein the bent portion is formed at a right angle, and the bent portion is provided at a plurality of positions.
【請求項4】 前記一つの屈曲部から弾き出される懸濁
物質を含む被処理水の流量を、その流路の上流から流下
する被処理水の流量の2〜3%とした請求項1、2又は
3の懸濁物質の除去方法。
4. The flow rate of the water to be treated containing suspended substances which is repelled from the one bent portion is set to 2 to 3% of the flow rate of the water to be treated flowing down from the upstream of the flow path. Or 3) a method for removing suspended substances.
JP2000339687A 2000-11-07 2000-11-07 How to remove suspended material Expired - Fee Related JP3899227B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000339687A JP3899227B2 (en) 2000-11-07 2000-11-07 How to remove suspended material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000339687A JP3899227B2 (en) 2000-11-07 2000-11-07 How to remove suspended material

Publications (2)

Publication Number Publication Date
JP2002143831A true JP2002143831A (en) 2002-05-21
JP3899227B2 JP3899227B2 (en) 2007-03-28

Family

ID=18814728

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000339687A Expired - Fee Related JP3899227B2 (en) 2000-11-07 2000-11-07 How to remove suspended material

Country Status (1)

Country Link
JP (1) JP3899227B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012045506A (en) * 2010-08-28 2012-03-08 Hatsuo Haba Refuse removing device for down-pipe water intake or the like utilizing fluid bending action along surface

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012045506A (en) * 2010-08-28 2012-03-08 Hatsuo Haba Refuse removing device for down-pipe water intake or the like utilizing fluid bending action along surface

Also Published As

Publication number Publication date
JP3899227B2 (en) 2007-03-28

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